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Home My WebLink About43977-Z ¢�o�og�FFDiy Town of Southold 5/3/2023 P.O.Box 1179 53095 Main Rd oy o� fSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44065 Date: 5/3/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1940 Mason Dr., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-7-16.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/26/2019 pursuant to which Building Permit No. 43977 dated 7/17/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with front and rear covered porches and rear deck as applied for. The certificate is issued to Ambrosio, Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0009 5/15/2020 ELECTRICAL CERTIFICATE NO. 43977 8/18/2020 PLUMBERS CERTIFICATION DATED 1/21/2021 Ambros' ut or a Signature guFFoc c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Ca o • �;r SOUTHOLD, NY L-r?:LCurit 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#: 43977 Date: 7/17/2019 Permission is hereby granted to: Ambrosio, Susan 25 Brian Ln East Northport, NY 11731 To: demolish existing dwelling and construct a new single-family dwelling as applied for with flood permit per SCHD, Trustees & DEC approvals. At premises located at: 1940 Mason Dr., Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-7-16.1 Pursuant to application dated 6/26/2019 and approved by the Building Inspector. To expire on 1/15/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,382.80 DEMOLITION $562.60 Flood Permit $100.00 CO -NEW DWELLING $50.00 otal: $2,095.40 il Buildi or I 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.�_ zz 2 — New Construction. Old or Pre-existing Building: (check one) Location of Property: �� y t J'--„j �;pt/ Cv�GLi0 5C111-0 House No. Street Hamlet �4 Owner or Owners of Property: D✓d S,1- C7 Suffolk County Tax Map No 1000, Sec on Z O Block 69 �7 Lot t1c - Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ _��N _ Applicant Signature pF SOUryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.deviin(-S-town.southold.ny.us Southold,NY 11971-0959 OUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Susan Ambrosio Address: 1940 Mason Dr city:Cutchogue st: NY zip: 11935 Building Permit#: 43977 Section: 104 Block: 7 Lot: 16.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Albertson Electric License No: 5175ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Surrey X Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 57 Ceiling Fixtures 19 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 79 CO2 Detectors Sub Panel 200A A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 7 Transfer Switch 1 UC Lights Dryer Recpt Emergency Fixture Time Clocks Meter Disconnect 1 Switches 4$ 4'LED Exit Fixtures Pump Other Equipment: W/D, DW, Micro, Fridge, Micro Notes: New House Inspector Signature: Date: August 18, 2020 S.Devlin-Cert Electrical Compliance Form.xls k Town Ball Annex. Telephone(631) 765-1802 54375 Mahi Road ` Fax(631)765-9502 m P.O.Box.1,179 Southola,NY 119'71"-0959 BUILDING DEPARTMENT n TOWN OF S.OUTHOLD >> JAN 2 5 2021 Ar 71� Fq.^ CE RT.I:FI CAT ION Date: �— Building Pea nit No. Owner; ,]ease print) Plumber• ... i/d (Plea$e' rint) I certifythat,tlie solder,used in.the watef supply system contains less than 2/10 of I% lead. (Plumbers Sigggna e) Sworn to before me-this��_ clay of � 20�� Notary Public !Grail AKIN M. R,%-FR NAGGIO Notary Public, State of New York Registrai'on '101P,°16323596 I Qualified In Nassau County Commission Expires April 20, 2013 SOUIy� # * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTIO.N. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL v ] FIREPLACE-&CHIMNEY- [ ]' FIRE SAFETY INSPECTION n [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: All DATE INSPECTOR �o��OF SObTyO� 1 l 1 1 0 M A GA/ �1 9, # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - : 1,NSPEC-T1ON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL.(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: N ��cS n �j Go�ln� v le 7a A V eeA mave f cPle - DATE Z /1-0 INSPECTOR ��OF Sol) # TOWN OF'SOUTHOLD BUILDING DEPT. 765-1802 INS-PE CTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING/STRAPPING ] FINAL tvp [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 6 • 6� 4 u� PPLe DATE IAoolof INSPECTOR Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1940 Mason Drive,Cutchogue Test Date 7/8/2020 Building Permit#: 43977 r,' (� � GV r� t,, pliance Pathway Performance � Test Completed by : Christopher Silvia SNET Rater ID# 4150294 Home Energy Solutio J U L 1 6 2020 NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 BU1LPlG DEPT. Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space - — st---- - -12284-- 1 T34Y —_ — - -- -- - - 2nd 1118 11180 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 7114 area includes areas where the ceiling height is less than 5 Total Volume 30578 ft' CFM @50 pa 1172 Air changes/hr@50 p 2.30 Code Compliance: Pass - Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Crawl Space -------------------------- Floor Area 1341 Leakage CFM @ 25pa 53 CFM/100 ft'CFA 3.95 Code Compliance: Pass System-2: 2nd Floor Duct Location Conditioned Space - .. ................... Floor Area 1118 Leakage CFM @ 25pa CFM/100 ft CFA Code Compliance: Exempt System-3: Duct Location .......................... Floor Area Leakage CFM @ 25pa CFM/100 ftz CFA Code Compliance: N/A Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: a• Date: 7/8/2020 Christopher Silvia,Home Energy Solutions ' T *Disclaimer* For Manual J, ® & S Home Energy Solutions, Inc. The heating& cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, & air infiltration. Please do not exceed more than 15%of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure (ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 , H_CO.N1 L• E N E R G y Load Short Form Job: 1940 Mason Drive s t s t. r"t'►c.a R Date: 12/6/2018 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energys°lutions.com ' • - e • For: Scott Ambrosio 1940 Mason Drive, Cutchogue, NY 11935 . .Design • e Htg Clg Infiltration Outside db (°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 61 11 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AW 1ST FLR 1138 20979 12234 800 800 AH2 2ND FLR 952 20178 12268 800 800 Entire House 2090 41156 24502 1600 1600 Other equip loads 9288 1603 Equip. @ 0.91 RSM 23652 Latent cooling 4923 TOTALS I 2090 I 50445 I 28574 I 1600 I 1600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ,_ - 4N 2018-Deo-0711:23:41 "**- +wr .,;�.�_, ,y,,r»-, Right-Suite®Universal 2018 18.0.31 RSU26249 Page 1 ress Jobs\1940 Mason Drive\1940 Mason Drive.rup Calc=MJ8 House Front faces: N Load Short Form Job: 1940 Mason Drive Date: 12/6/2018 AH1 1ST FLR By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com • • • For: Scott Ambrosio 1940 Mason Drive, Cutchogue, NY 11935 ® - • • • Htg Clg Infiltration Outside db (°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 61 11 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make DAIKIN Make DAIKIN Trade OUTDOOR HEAT PUMP Trade OUTDOOR HEAT PUMP Model RXTQ48TAVJU Cond RXTQ48TAVJU AHRI ref Coil FXTQ24PAVJU AHRI ref Efficiency 9 HSPF Efficiency 9.4 EER, 16 SEER Heating input Sensible cooling 16800 Btuh Heating output 27000 Btuh @ 47°F Latent cooling 7200 Btuh Temperature rise 31 *F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.065 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point=0°F Backup: Electric Backup In ut= 10 kW Out ut=34121 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) LIVING/DINING 898 16200 9761 618 638 MUD ROOM 144 1917 1334 73 87 POWDER 30 540 516 21 34 LAUNDRY 66 2322 624 89 41 AH1 1ST FLR 1138 20979 12234 800 800 Other equip loads 4832 834 Equip. @ 0.91 RSM 11840 Latent cooling 4147 TOTALS 1 1138 1 25811 1 15987 I 800 1 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - , 2018•Deo-0711:23:41 °�" AMdu*1/re=l�.r'+a+s yAaywa Right-Suite®Universal 2018 18.0.31 RSU26249 Page ...ress Jobs\1940 Mason Drive\1940 Mason Drive.rup Calc=MA House Front faces: N H OW M E ENERGY Load Short Form Job: 1940 Mason Drive Date: 12/6/2018 AH2 2ND FLIM By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.c°m Web:home-energysoluti°ns.com For: Scott Ambrosio 1940 Mason Drive, Cutchogue, NY 11935 Design • • Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 61 11 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(grAb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make DAIKIN Make DAIKIN Trade OUTDOOR HEATPUMP Trade OUTDOOR HEATPUMP Model RTXQ48TAVJU Cond RTXQ48TAVJU AHRI ref Coil FXTQ24PAVJU AHRI ref Efficiency 9.4 HSPF Efficiency 9.4 EER, 16 SEER Heating input Sensible cooling 16800 Btuh Heating output 27000 Btuh @ 47°F Latent cooling 7200 Btuh Temperature rise 31 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.065 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point=0°F Backup: Electric Backup Input=10 kW Output=34121 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) MASTER BEDROOM 244 5382 3892 213 254 BEDROOM 1 167 4240 2611 168 170 MASTER BATH 66 1016 509 40 33 BEDROOM 2 154 4303 2538 171 166 BEDROOM 3 174 4132 2288 164 149 BATH 1 57 1105 430 44 28 HALL 89 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Dec-07 11:23:41 s >4aw Right-Suite®universal 201818.0.31 RSU26249 Page ...ress JobsN 940 Mason Drive\1940 Mason Drive.rup Calc=MJ8 House Front faces: N AH2 2ND FLR 952 20178 12268 800 800 Other equip loads 4456 769 Equip. @ 0.91 RSM 11812 Latent cooling 3784 TOTALS ' 952 ' 24634 ' 15595 ' 800 ' 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Dec-07 11:23:41 . h Rig RSU26249 Page ress Jobs\1940 Mason Drive\1940 Mason Drive.rup Calc=MJ8 House Front faces: N HO S E L N>u RG Y Manual S Compliance Report Job: 1940 Mason Drive a t tx 7 i i Date: 12/6/2018 AH1 1ST FLIM By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-6730664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Frpjpct Information'.. For: Scott Ambrosio 1940 Mason Drive, Cutchogue, NY 11935 • • • • • ent Design Conditions Outdoor design DB: 85.6°F Sensible gain: 13068 Btuh Entering coil DB: 76.3°F Outdoor design WB: 72.1'F Latent gain: 4147 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 17215 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: DAIKIN Model: RXTQ48TAVJU+FXTQ24PAVJU Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 129%of load Latent capacity: 7200 Btuh 174%of load Total capacity: 24000 Btuh 139%of load SHR: 70% Heatihg-Eabipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 25811 Btuh Entering coil DB: 64.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: DAIKIN Model: RXTQ48TAVJU+FXTQ24PAVJU Actual airflow: 800 cfm Output capacity: 27000 Btuh 105%of load Capacity balance: 0 'F Supplemental heat required: 0 Btuh Economic balance: 0 °F Backup equipment type: Elec strip Manufacturer: Electric Backup Model: Actual airflow: 800 cfm Output capacity: 10.0 kW 132%of load Temp. rise: 55 'F Meets all requirements of ACCA Manual S. ri�Wi�O 2018-Deo-0711:23:41 W , a.<A,a.hn_o,' ..r Right-Suite®Universal 2018 18.0.31 RSU26249 Page 1 ASC res.Jobs\1940 Mason Drive\1940 Mason Drive.rup Calc=MJ8 House Front faces: N H*ML LLGY Manual S Compliance Report Job: 1940 Mason Drive s x L Lf T t a s Date: 12/6/2018 AH2 2ND FLR By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gd[amay3@gmaii.com Web:home-energysolutions.com r9ject Information .'' For: Scott Ambrosio 1940 Mason Drive, Cutchogue, NY 11935 • • • • • Design Conditions Outdoor design DB: 85.6°F Sensible gain: 13037 Btuh Entering coil DB: 77.9°F Outdoor design WB: 72.1'F Latent gain: 3784 Btuh Entering coil WB: 64.3°F Indoor design DB: 75.0°F Total gain: 16821 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: DAIKIN Model: RTXQ48TAVJU+FXTQ24PAVJU Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 129%of load Latent capacity: 7200 Btuh 190%of load Total capacity: 24000 Btuh 143%of load SHR: 70% 0 0 • Design Conditions Outdoor design DB: 10.6°F Heat loss: 24634 Btuh Entering coil DB: 64.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: DAIKIN Model: RTXQ48TAVJU+FXTQ24PAVJU Actual airflow: 800 cfm Output capacity: 27000 Btuh 110%of load Capacity balance: 0 °F Supplemental heat required: 0 Btuh Economic balance: 0 °F Backup equipment type: Elec strip Manufacturer: Electric Backup Model: Actual airflow: 800 cfm Output capacity: 10.0 kW 139%of load Temp. rise: 55 °F Meets all requirements of ACCA Manual S. A-- Mr�. V 2018-Dec-0711:23:41 wti�„>., Right-Suite®Universal 2018 18.0.31 RSU26249 Paget ...ress Jobs\1940 Mason Drive\1940 Mason Drive.rup Calc=MJ8 House Front faces: N U06 M E E N E RG Y Duct System Summa Job: 1940 Mason Drive tr7. gOL1ONS Y � Date: 12/6/2018 . S �• AH1 1ST FLR By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com 'Pr® •rm For: Scott Ambrosio 1940 Mason Drive,Cutchogue, NY 11935 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0.270/0.040 in H2O 0.270/0.040 in H2O Lowest friction rate 0.070 in/100ft 0.070 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 442 ft • • o - • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk LIVING/DINING c 1952 124 128 0.072 7.0 Ox 0 VIFx 29.0 345.0 st3 LIVING/DINING-A c 1952 124 128 0.085 7.0 Ox 0 VIFx 26.3 290.0 st4 LIVING/DINING-13 c 1952 '124 128 0.086 7.0 Ox 0 VIFx 34.0 280.0 st4 LIVING/DINING-C c 1952 124 128 0.083 7.0 Ox 0 VIFx 36.0 290.0 st3 LIVING/DINING-D c 1952 124 128 0.084 7.0 Ox 0 VIFx 42.0 280.0 st4 MUD ROOM c 1334 73 87 0.083 6.0 Ox 0 VIFx 34.8 290.0 st3 POWDER c 516 21 34 0.081 6.0 Ox 0 VIFx 34.0 300.0 st3 LAUNDRY h 2322 89 41 0.070 6.0 Ox 0 VIFx 39.7 345.0 st3 • • • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 429 417 0.070 547 12.0 0 x 0 ShtMetl st2 st2 Peak AVF 800 800 0.070 573 16.0 0 x 0 ShtMetl st4 Peak AVF 371 383 0.084 702 10.0 0 x 0 ShtMetl st2 • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 800 800 57.3 0.070 573 16.0 Ox 0 VIFx wrigh ft- 2018-Dec-0711:23:41 >wx..or <«mqa Right-Suite®Universal 2018 18.0.31 RSU26249 Pagel AM ...ress Jobs\1940 Mason Drive\1940 Mason Drive.rup Calc=MJ8 House Front faces: N U*M E E N ERG y Duct System Summa Job: 1940 Mason Drive s( t,tt T 1 O N s Y Date: 12/6/2018 AH2 2ND FLR By: Gerson Rubio Home Energy Solut.ions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com ® ® • • For: Scott Ambrosio 1940 Mason Drive, Cutchogue, NY 11935 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0.258/0.052 in H2O 0.258/0.052 in H2O Lowest friction rate 0.071 in/100ft 0.071 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 437 ft • • BTabl - Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk MASTER BEDROOM-A c 1946 107 127 0.089 7.0 OX 0 VIFx 18.8 270.0 st1 MASTER BEDROOM-B c 1946 107 127 0.073 7.0 Ox 0 VIFx 21.3 330.0 st1 BEDROOM 1 c 1306 84 85 0.145 6.0 Ox 0 VIFx 12.8 165.0 st1 BEDROOM 1-A c 1306 84 85 0.106 6.0 Ox 0 VIFx 12.5 230.0 st1 MASTER BATH h 1016 40 33 0.107 6.0 Ox 0 VIFx 15.8 225.0 st1 BEDROOM 2 h 2152 85 83 0.142 6.0 Ox 0 VIFx 11.5 170.0 st1 BEDROOM 2-A h 2152 85 83 0.106 6.0 Ox 0 VIFx 24.1 220.0 st1 BEDROOM 3 h 4132 164 149 0.071 8.0 Ox 0 VIFx 27.8 335.0 st1 BATH 1 h 1105 44 28 0.094 6.0 Ox 0 VIFx 13.3 260.0 st1 • • ®6 • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 800 800 0.071 640 13.6 10 x 18 ShtMetl ® B • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 800 800 73.8 0.071 573 16.0 Ox 0 VIFx WN Whtsaft" 2018-Deo-07 11:23:41 auw-,x�,<a<xm w :wmw, Right-Suite®Universal 2018 18.0.31 RSU26249 Paget ress Jobs\1940 Mason Drive\1940 Mason Drive.rup Calc=MJ8 House Front faces: N i N Crawlspace 6" CRA WLSPACE 6- 6" 6" 12" 16" Sup Riser 12" 16" 6" T " 6" 6" Job#: 1940 Mason Drive Home Energy Solutions Scale: 1/8"= 1'0" Performed by Gerson Rubio for: Page 1 Scott Ambrosio 187 E Main St RightSuite®Universal 2018 1940 Mason Drive Cutchogue,NY 11935 Huntington,NY 11743 18.0.31 RSU26249 Phone:631-673-0664 2018-Dec-17 14:43:50 home-energysolutions.com gdlamay3@gmail.com ...Mason Drive\1940 Mason Drive.rup N 1st Floor 106 din y 106 cfm 106 efm LIVING/DINING .. sup Riser T '106 cfm 16' CEO POWDER 34 cfm PO 800 cfm MIROOM - 106 de" T L ® Job#: 1940 Mason Drive Home Energy Solutions Scale: 1/8"= 1'0" Performed by Gerson Rubio for: Page 2 Scott Ambrosio 187 E Main St Right-Suite@ Universal 2018 1940 Mason Drive Cutchogue,NY 11935 Huntington,NY 11743 18.0.31 RSU26249 Phone:631-673-0664 2018-Dec-17 14:43:51 home-energysolutions.com gdlamay3@gmail.com ...Mason Drive11940 Mason Drive.rup N . 2nd Floor MASTER BATH MASTER BEDROOM 127 cern 85 cfm F 40 dem -. BEDROOM] 6. 85 cfm 7" y�12x6 127 dim 8 x 1 12x6 y� LI y 800 cfm 6 12 x 6 85 cfm 16" s" 44 dir BEDROOM2 BEDROOM3 HALL BATH] F 6" 164 cfm 85 cfm Job#: 1940 Mason Drive Home Energy Solutions Scale: 1/8"= 1'0" Performed by Gerson Rubio for: Page 3 Scott Ambrosio 40 Mason Drive 187 E Main St Right-Suite®Universal 2018 19 Cut 40 Ma n rive Huntington,NY 11743 18.0.31 RSU26249 Phone:631-673-0664 2018-Dec-17 14:43:51 home-energysolutions.com gdlamay3@gmail.com ...Mason Drive\1940 Mason Drive.rup 20151ECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): D.. Window 0.30 0.30 Door 0.30 0.30 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments Settidea Plans Vered: 'eid Verified I #.:.' +inat lnspectiori Provisions. Camplies? �ammenfslAssuamptions. &'Re :ll? Value= ilalue. 401.3;=; Compliance certificate posted. '' _ ❑Complies ;Requirement will be met. [Fi71z $❑Does Not ❑Not Observable ;❑Not Applicable ;Manufacturer manuals for --❑Complies ;Requirement will be met. IF1181 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable , } ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1940 Mason Drive Report date: 12/07/18 Data filename: Z:\In Progress Jobs\1940 Mason Drive\1940 Mason Drive.rck Page 9 of 9 ES4ICC A Widely SERVICE Innovation RESEARCIALABS ICC-ES Evaluation Report Reissued 02/2019 . • • 02/2021. DIVISION: 08 00 00—OPENINGS SECTION: 08 95 43—VENTS/FOUNDATION FLOOD VENTS REPORT HOLDER: SMART VENT PRODUCTS, INC. EVALUATION SUBJECT: SMART VENT® AUTOMATIC FOUNDATION FLOOD VENTS: MODELS #1540-520; #1540-521; #1540-510; #1540-511; #1540-570; #1540-574; #1540-524; #1540-514 FLOOD VENT SEALING KIT #1540-526 ICC i D A UG 2 s 2020 LISTED BIDING DEPT. l,� TM'V!.. f-ITTTHOLD "2014 Recipient of Prestigious Western States Seismic Policy Council W (WSSPQ Award in Excellence" A Subsidiary of co ECOUNC e ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to an product covered b the report. d CwtlREC 17065 p y p y p Product C91000 bon Bady n�6oa Copyright 0 2019 ICC Evaluation Service, LLC. All rights reserved. 1 ` ES : ICC-ES Evaluation Report ESR-2074 Reissued February 2019 This report is subject to renewal February 2021. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:08 00 00—OPENINGS Each unit is fabricated from stainless steel. Smart Vent® Section: 08 95 43—Vents/Foundation Flood Vents Automatic Foundation Flood Vents are available in various models and sizes as described in Table 1. The REPORT HOLDER: SmartVENT®Stacking Model #1540-511 and FloodVENT® Stacking Model #1540-521 units each contain two SMART VENT PRODUCTS,INC. vertically arranged openings per unit. EVALUATION SUBJECT: 3.2 Engineered Opening: The FVs comply with the design principle noted in Section SMART VENT'AUTOMATIC FOUNDATION FLOOD 2.7.2.2 and Section 2.7.3 of ASCE/SEI 24-14 [Section VENTS:MODELS#1540.620;#1540-521;#1540-510;#1540- 2.6.2.2 of ASCE/SEI 24-05 (2012, 2009, 2006 IBC and 511;#1540-570;#1540-574;#1540524;#1540-514 IRC)] for a maximum rate of rise and fall of 5.0 feet per FLOOD VENT SEALING KIT#1540426 hour(0.423 mm/s). In order to comply with the engineered opening requirement of ASCE/SEI 24, Smart Vent FVs 1.0 EVALUATION SCOPE must be installed in accordance with Section 4.0. Compliance with the following codes: 3.3 Ventilation: ■ 2018, 2015, 2012, 2009 and 2006 /ntemational Building The SmartVENr Model #1540-510 and SmartVENr ® Overhead Door Model#1540-514 both have screen covers Code (IBC) with 1/4-inch-by-1/4-inch (6.35 by 6.35 mm) openings, ■ 2018, 2015, 2012, 2009 and 2006 International yielding 51 square inches(32 903 mm2)of net free area to Residential Code°(IRC) supply natural ventilation. The SmartVENT® Stacking ■ 2018 International Energy Conservation Code®(IECC) Model #1540-511 consists of two Model #1540-510 units in one assembly, and provides 102 square inches ■ 2013 Abu Dhabi International Building Code(ADIBC) (65 806 mm2)of net free area to supply natural ventilation. 'The ADIBC is based on the 2009 IBC.2009 IBC code sections referenced Other FVs recognized in this report do not offer natural in this report are the same sections in the ADIBC. ventilation. Properties evaluated: 3.4 Flood Vent Sealing Kit: ■ Physical operation The Flood Vent Sealing Kit Model#1540-526 is used with SmartVENr Model #1540-520. It is a Homasote 440 ■ Water flow Sound Barrier® (ESR-1374) insert with 21 – 2-inch-by-2- 2.0 USES inch(51 mm x 51 mm)squares cut in it.See Figure 4. The Smart Vent® units are engineered mechanically 4.0 DESIGN AND INSTALLATION operated flood vents (FVs) employed to equalize 4.1 SmartVENr and FloodVENr: hydrostatic pressure on walls of enclosures subject to rising or falling flood waters. Certain models also allow Smartd into and Flooerhead ' are designed to be natural ventilation. installed into walls or overhead doors of existing or new construction from the exterior side. Installation of the 3.0 DESCRIPTION vents must be in accordance with the manufacturer's 3.1 General: instructions, the applicable code and this report. Installation clips allow mounting in masonry and concrete When subjected to rising water, the Smart Vent® FVs walls of any thickness. In order to comply with the internal floats are activated,then pivot open to allow flow in engineered opening design principle noted in Section either direction to equalize water level and hydrostatic 2.7.2.2 and 2.7.3 of ASCE/SEI 24-14 [Section 2.6.2.2 of pressure from one side of the foundation to the other. The ASCE/SEI 24-05 (2012, 2009, 2006 IBC and IRC)], the FV pivoting door is normally held in the closed position by Smart Vent®FVs must be installed as follows: a buoyant release device. When subjected to rising water, ■ With a minimum of two openings on different sides of the buoyant release device causes the unit to unlatch, each enclosed area. allowing the door to rotate out of the way and allow flow. The water level stabilizes, equalizing the lateral forces. ■ With a minimum of one FV for every 200 square ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed ==� as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as ■:�� to any finding or other matter in this report,or as to any product covered by the report. - Copyright©2019 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 5 i ESR-2074 I Most Widely Accepted and Trusted Page 2 of 5 feet (18.6 mz) of enclosed area, except that the 5.2 The Smart Vent® FVs must not be used in the place SmartVENT® Stacking Model #1540-511 and of"breakaway walls"in coastal high hazard areas, but FloodVENTO Stacking Model #1540-521 must be are permitted for use in conjunction with breakaway installed with a minimum of one FV for every walls in other areas. 400 square feet(37.2 m)of enclosed area. 6.0 EVIDENCE SUBMITTED ■ Below the base flood elevation. 6.1 Data in accordance with the ICC-ES Acceptance ■ With the bottom of the FV located a maximum of Criteria for Mechanically Operated Flood Vents 12 inches (305.4 mm) above the higher of the final (AC364), dated August 2015 (editorially revised grade or floor and finished exterior grade immediately October 2017). under each opening. 6.2 Test report on air infiltration in accordance with ASTM 4.2 Flood Vent Sealing Kit E283. The Flood Vent Sealing Kit Model 1540-526 is used in 7.0 IDENTIFICATION conjunction with FloodVENT® Model #1540-520. When 7.1 The Smart VENT®models and the Flood Vent Sealing installed and tested in accordance with ASTM E283, the Kit recognized in this report must be identified by a FV and Flood Vent Sealing Kit assembly have an air label bearing the manufacturer's name (Smartvent leakage rate of less than 0.2 cubic feet per minute per Products, Inc.),the model number, and the evaluation lineal foot (18.56 I/min per lineal meter) at a pressure report number(ESR-2074). differential of 1 pound per square foot (50 Pa) based on 12.58 lineal feet(3.8 lineal meters)contained by the Flood 7.2 The report holders contact information is the Vent Sealing Kit. following: 5.0 CONDITIONS OF USE SMART VENT PRODUCTS,INC. The Smart Vent®FVs described in this report comply with, 430 ANDBRO DRIVE, UNIT 1 or are suitable alternatives to what is specified in, those PITMAN, NEW JERSEY 08071 68 codes listed in Section 1.0 of this report, subject to the www smart www.smartvent.com conditions: www.smartvent.com info@smartvent.com 5.1 The Smart Vent®FVs must be installed in accordance with this report, the applicable code and the manufacturer's installation instructions. In the event of a conflict,the instructions in this report govem. TABLE 1—MODEL SIZES MODEL NAME MODEL NUMBER MODEL SIZE(in.) COVERAGE(sq.ft.) FloodVENT® 1540-520 15'/4"X 73/4' 200 SmartVENT® 1540-510 153/4"X 73/4" 200 FloodVENT®Overhead Door 1540-524 153/4"X 73/4" 200 SmartVENT®Overhead Door 1540-514 153/4"X 73/4" 200 Wood Wall FloodVENTO 1540-570 14"X 83/4" 200 Wood Wall FloodVENT®Overhead Door 1540-574 14"X 83/4" 200 SmartVENr Stacker 1540-511 16"X 16" 400 FloodVent®Stacker 1540-521 16"X 16" 400 For SI: 1 inch=25.4 mm;1 square foot=m2 FIGURE 1--SMART VENT:MODEL 1540-510 ESR-2074 I Most Widely Accepted and Trusted Page 3 of 5 FIGURE 2--SMART VENT MODEL 1540-520 i ^ i r' i FIGURE 3—SMART VENT: SHOWN WITH FLOOD DOOR PIVOTED OPEN fin 3 1 - �- INTERIOR EXTERIOR �s ta- °�" js• 3 �is".k ry`'a.'�ww `�¢,�",s � '7,r-�z-^# T ��3 �5 ;*c, E,�1'��wt epi �,'E�j `�" r atwit f' tax � ,<� a r�, .t�' "� a! a ��; -�. -'W"�,n k �-'^" y -vr•'r. z r - b. FIGURE 4—FLOOD VENT SEALING KIT ESEVALUATION L qFRVlrF Most Widely . . . . Trusted ICC-ES Evaluation Report ESR-2074 CBC and CRC Supplement Reissued February 2019 This report is subject to renewal February 2021. www.icc-es.ora 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 08 00 00—OPENINGS Section:08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: SMART VENT PRODUCTS,INC. EVALUATION SUBJECT: SMART VEN 'AUTOMATIC FOUNDATION FLOOD VENTS:MODELS#1540.520;#1540-5521;#1540-510;#1540-511;#1540- 570;#1540-574;#1540-524;#1540-514 FLOOD VENT SEALING KIT#1540-526 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Smart Vent® Automatic Foundation Flood Vents, recognized in ICC-ES master evaluation report ESR-2074, have also been evaluated for compliance with codes noted below. Applicable code edition: ■ 2016 California Building Code(CBC) ■ 2016 California Residential Code(CRC) 2.0 CONCLUSIONS 2.1 CBC: The Smart Vent®Automatic Foundation Flood Vents, described in Sections 2.0 through 7.0 of the master evaluation report ESR-2074, comply with 2016 CBC Chapter 12, provided the design and installation are in accordance with the 2015 International Building Code® (IBC) provisions noted in the master report and the additional requirements of CBC Chapters 12, 16 and 16A,as applicable. The products recognized in this supplement have not been evaluated under CBC Chapter 7A for use in the exterior design and construction of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland-Urban Interface Fire Area. 2.2 CRC: The Smart Vent®Automatic Foundation Flood Vents, described in Sections 2.0 through 7.0 of the master evaluation report ESR-2074, comp with the 2016 CRC, provided the design and installation are in accordance with the 2015 International Residential Code (IRC)provisions noted in the master report. The products recognized in this supplement have not been evaluated under 2016 CRC Chapter R337, for use in the exterior design and construction of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland-Urban Interface Fire Area. The products recognized in this supplement have not been evaluated for compliance with the International Wildland–Urban Interface Code®. This supplement expires concurrently with the master report, reissued February 2019. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed ��` as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as 1'-.,G� to any finding or other matter in this report,or as to any product covered by the report. Copyright©2019 ICC Evaluation Service,LLC. All rights reserved. Page 4 of 5 ESIccEVALUATIONMVIPT Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2074 FBC Supplement Reissued February 2019 This report is subject to renewal February 2021. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION:08 00 00—OPENINGS Section:08 95 43--Vents/Foundation Flood Vents REPORT HOLDER: SMART VENT PRODUCTS,INC. EVALUATION SUBJECT: SMART VENT'AUTOMATIC FOUNDATION FLOOD VENTS:MODELS#1540-520;#1540-521;#1540.510;#1540-511; #1540-570;#1540-574;#1540-524;#1540514 FLOOD VENT SEALING KIT#1540-526 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Smart Vent®Automatic Foundation Flood Vents, recognized in ICC-ES master report ESR-2074, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2017 Florida Building Code—Building ■ 2017 Florida Building Code—Residential 2.0 CONCLUSIONS The Smart Vent®Automatic Foundation Flood Vents, described in Sections 2.0 through 7.0 of the master evaluation report ESR-2074, comply with the Florida Building Code—Building and the FRC, provided the design and installation are in accordance with the 2015 International Building Code®provisions noted in the master report. Use of the Smart Vent®Automatic Foundation Flood Vents has also been found to be in compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code—Building and the Florida Building Code—Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued February 2019. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. aMERMRDDW Copyright©2019 ICC Evaluation Service,LLC. All rights reserved. Page 5 of 5 14 j lbl E, E N E R G t' Job: 1940 Mason Drive S0LtiT10NS Load Short Form Date: 9/512019 r- � Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: Scott Ambrosio 1940 Mason Drive, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 61 11 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH 1 IST FLR 1343 22650 13077 800 800 AH2 2ND FLR 1120 22054 13077 800 800 Entire House 2463 44705 26154 1600 1600 Other equip loads 10042 1734 Equip.@ 0.91 RSM 25266 Latent cooling 5249 TOTALS I 2463 I 54747 I 30515 I 1600 I 1600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +�`- wrightsoW 2019-Sep-05 16:31:59 rZ..�'--', RightSuite®Universal 2019 19.0.09 RSU26299 Pae 1 ...res.Jobs\1940 Mason Drive\1940 Mason Drive.rup Calc=MJ8 House Front faces: N i 14 OIv1 is E N I~RG Y Load Short Form Job: 1940 Mason Drive s��L U 7 I o N S Date: 9/5/2019 AH1 1ST FLR By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysoluflons.com Project • • For: Scott Ambrosio 1940 Mason Drive, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 61 11 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make DAIKIN Make DAIKIN Trade OUTDOOR HEAT PUMP Trade OUTDOOR HEAT PUMP Model RXTQ48TAVJU Cond RXTQ48TAVJU AHRI ref Coil FXTQ24PAVJU AHRI ref Efficiency 9 HSPF Efficiency 9.4 EER, 16 SEER Heating input Sensible cooling 16800 Btuh Heating output 27000 Btuh @ 47'F Latent cooling 7200 Btuh Temperature rise 31 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.061 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.76 Capacitybalance point=0°F Backup: Electric Backup Input= 10 kW Output=34121 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftZ) (Btuh) (Btuh) (cfm) (cfm) LIVING/DINING 1042 17390 10017 614 613 MUD ROOM 180 1847 960 65 59 POWDER 30 547 520 19 32 LAUNDRY 90 2866 1579 101 97 AH1 1ST FLR 1343 22650 13077 800 800 Other equip loads 5246 906 Equip.@ 0.91 RSM 12668 Latent cooling 4451 TOTALS i 1343 I 27896 I 17119 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft2019-Sep-0516:31:59 ,.�.,,.®,.,�,.---y Right-Suite@)Universal 2019 19.0.09 RSU26299 Page 2 learess Jobs\1940 Mason Drive\1940 Mason Drive.rup Calc=MJ8 House Front faces: N HC*N1 E E NT E RO'k' Load Short Form Job: 1940 Mason Drive SOLUTIONS Date: 9/5/2019 AH2 2ND FLR By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: Scott Ambrosio 1940 Mason Drive, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 61 11 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make DAIKIN Make DAIKIN Trade OUTDOOR HEATPUMP Trade OUTDOOR HEATPUMP Model RTXQ48TAVJU Cond RTXQ48TAVJU AHRI ref Coil FXTQ24PAVJU AHRI ref Efficiency 9.4 HSPF Efficiency 9.4 EER, 16 SEER Heating input Sensible cooling 16800 Btuh Heating output 27000 Btuh @ 47-F Latent cooling 7200 Btuh Temperature rise 31 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.061 cfm/Btuh Static pressure 0.50 in.H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.77 Capacitybalance point=0°F Backup: Electric Backup In ut=10 kW Out ut=34121 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) MASTER BEDROOM 278 5807 4070 211 249 BEDROOM 1 202 4687 2794 170 171 MASTER BATH 67 1044 531 38 32 BEDROOM 2 204 4807 2763 174 169 BEDROOM 3 212 4737 2508 172 153 BATH 1 55 972 411 35 25 HALL 103 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighLaoft- 2019-Sep-05 16:31:59 �'�.• „�,. �« , RightSuite®Universal 2019 19.0.09 RSU25299 Page 3 ...ress Jobs\1940 Mason Drive\1940 Mason Drive.rup Calc=MJ8 House Front faces: N r ' AH2 2ND FLR 1120 22054 13077 800 800 Other equip loads 4796 828 Equip.@ 0.91 RSM 12598 Latent cooling 4049 TOTALS I 1120 I 26850 I 16647 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wright5OFt' 2019-Sep-0516:31:59 �.,...�. RightSuite®Universal 2019 19.0.09 RSU25299 Page 4 1""" res.Jobs\1940 Mason Drive\1940 Mason Drive.rup Calc=MJ8 House Front faces: N H 1 N1 E E N IE uG Y Manual S Compliance Report Job: 1940 Mason Drive S C,L U T 1C,N S Date: 9/5/2019 AH1 1ST FLR By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: Scott Ambrosio 1940 Mason Drive,Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 13983 Btuh Entering coil DB: 76.4°F Outdoor design WB: 72.1°F Latent gain: 4451 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 18434 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: DAIKIN Model: RXTQ48TAVJU+FXTQ24PAVJU Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 120%of load Latent capacity: 7200 Btuh 162%of load Total capacity: 24000 Btuh 130%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 27896 Btuh Entering coil DB: 63.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: DAIKIN Model: RXTQ48TAVJU+FXTQ24PAVJU Actual airflow: 800 cfm Output capacity: 27000 Btuh 97%of load Capacity balance: 0 °F Supplemental heat required: 896 Btuh Economic balance: 0 °F Backup equipment type: Elec strip Manufacturer: Electric Backup Model: Actual airflow: 800 cfm Output capacity: 10.0 kW 122%of load Temp.rise: 55 °F Meets all requirements of ACCA Manual S. wI`igflLSOftp 2019-Sep-05 16:31:59 s� ,..>.,r Right-Suite®Universal 201919.0.09 RSU25299 Page 1 ...ress Jobs\1940 Mason Drive\1940 Mason Drive.rup Calc=MA House Front faces: N H m E E N E RGY Manual S Compliance Report Job: 1940 Mason Drive SOL U T-10 N S Date: 9/5/2019 AH2 2ND FLR By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: Scott Ambrosio 1940 Mason Drive, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 13905 Btuh Entering coil DB: 78.1°F Outdoor design WB: 72.1°F Latent gain: 4049 Btuh Entering coil WB: 64.5°F Indoor design DB: 75.0°F Total gain: 17954 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: DAIKIN Model: RTXQ48TAVJU+FXTQ24PAVJU Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 121%of load Latent capacity: 7200 Btuh 178%of load Total capacity: 24000 Btuh 134%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 26850 Btuh Entering coil DB: 64.1°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: DAIKIN Model: RTXQ48TAVJU+FXTQ24PAVJU Actual airflow: 800 cfm Output capacity: 27000 Btuh 101%of load Capacity balance: 0 °F Supplemental heat required: 0 Btuh Economic balance: 0 °F Backup equipment type: Elec strip Manufacturer: Electric Backup Model: Actual airflow: 800 cfm Output capacity: 10.0 kW 127%of load Temp. rise: 55 °F Meets all requirements of ACCA Manual S. -Ori- wrtghtsoft- 2019-Sep-05 16:31:59 .0 , ...�P. Right-Suite®Universal 2019 19.0.09 RSU26299 Paget ...ress Jobs\1940 Mason Drive\1940 Mason Drive.rup Calc=MJ8 House Front faces: N 14 f M E L N L> G Y Duct System Summary Job: 1940 Mason Drive ��L U T I ca N S Date: 9/512019 AM 1ST FLR By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: Scott Ambrosio 1940 Mason Drive, Cutchogue, NY 11935 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0.267/0.043 in H2O 0.267/0.043 in H2O Lowest friction rate 0.076 in/100ft 0.076 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 407 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk LIVING/DINING h 3478 123 123 0.089 7.0 0x0 VIFx 29.3 270.0 st5 LIVING/DINING-A h 3478 123 123 0.085 7.0 0x0 VIFx 28.8 285.0 st6 LIVING/DINING-13 h 3478 123 123 0.085 7.0 0x0 VIFx 32.8 280.0 st6 LIVING/DINING-C h 3478 123 123 0.082 7.0 0x0 VIFx 31.3 295.0 st5 LIVING/DINING-D h 3478 123 123 0.084 7.0 0x0 VIFx 46.8 270.0 st6 ` MUD ROOM h 1847 65 59 0.082 5.0 Ox 0 VIFx 41.0 285.0 st5 POWDER-A c 520 19 32 0.076 4.0 Ox 0 VIFx 44.5 305.0 sty LAUNDRY h 2866 101 97 0.082 6.0 0x0 VIFx 44.8 280.0 st5 • • Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 431 432 0.076 550 12.0 0 x 0 ShtMetl st2 st6 Peak AVF 369 368 0.084 676 10.0 0 x 0 ShtMetl st2 st2 Peak AVF 800 800 0.076 573 16.0 0 x 0 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb4 Ox 0 800 800 57.0 0.076 573 16.0 Ox 0 VIFx W rightsoft' 2019-Sep-05 16:31:59 * wr.4.v.+.,, Right-Suite®Universal 2019 19.0.09 RSU25299 Pagel rn+vrl ...ress Jobs\1940 Mason Drive\1940 Mason Drive.rup Calc=MA House Front faces: N 1-1 0A M L• E N E RG Y Duct System Summary Job: 1940 Mason Drive S0LtJT10NS Date: 9/5/2019 AH2 2ND FLR By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: Scott Ambrosio 1940 Mason Drive, Cutchogue, NY 11935 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0.244/0.066 in H2O 0.244/0.066 in H2O Lowest friction rate 0.096 in/100ft 0.096 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 323 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk MASTER BEDROOM-A c 2035 105 124 0.115 7.0 Ox 0 VIFx 21.8 190.0 st3A MASTER BEDROOM-B C 2035 105 124 0.102 7.0 Ox 0 VIFx 24.3 215.0 st3B BEDROOM 1 c 1397 85 85 0.130 6.0 Ox 0 VIFx 12.5 175.0 st4 BEDROOM 1-A c 1397 85 85 0.119 6.0 Ox 0 VIFx 10.7 195.0 st4 MASTER BATH-A h 1044 38 32 0.107 4.0 Ox 0 VIFx 17.3 210.0 st3A BEDROOM 2 h 2404 87 85 0.129 6.0 Ox 0 VIFx 8.8 180.0 st4 BEDROOM 2-A h 2404 87 85 0.125 6.0 Ox 0 VIFx 20.3 175.0 st3 BEDROOM 3 h 2368 86 77 0.107 6.0 Ox 0 VIFx 28.0 200.0 st3A BEDROOM 3-A h 2368 86 77 0.096 6.0 Ox 0 VIFx 28.8 225.0 st36 BATH 1 h 972 35 25 0.104 4.0 Ox 0 VIFx 13.8 220.0 st3A Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st313 Peak AVF 191 201 0.096 483 7.6 10 x 6 ShtMetl st3A st3A Peak AVF 456 460 0.096 662 10.4 10 x 10 ShtMetl st3 st3 Peak AVF 543 545 0.096 653 11.1 10 x 12 ShtMetl st1 st4 Peak AVF 257 255 0.119 617 8.0 10 x 6 ShtMetl st1 st1 Peak AVF 800 800 0.096 640 12.8 10 x 18 ShtMetl -> ►- wrlghtsoW 2019-Sep-0516:31:59 ,.�.,.„w. .., ., RightSuite®Universal201919.0.09 RSU25299 Page2 / + + ...ress Jobs\1940 Mason Drive\1940 Mason Drive.rup Calc=MJ8 House Front faces: N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 800 800 68.8 0.096 573 16.0 Ox 0 VIFx wrig tsoft- 2019-Sep-0516:31:59 rti+.., .. .,,.�...I 'oma, Right-Suite®Universal 2019 19.0.09 RSU25299 Page ...ress Jobs\1940 Mason Drive\1940 Mason Drive.rup Cato=MA House Front faces: N H (2, E EN �" � Home Energy Solutions Inc. g := 187 E.Main Street O UO N d3 Huntington,NY 1.1743 (631)673-0664 CONSERVATION THROUGH EFFICIENCYd JUN — 2 2020 gdlamay3@gmail,com PRE-DRYWALL INSPECTION REPORT Date: zv INSPECTION RESULTS Builder: 5 C_4>L-�- Address: la oto Air Sealing dPASS El FAIL �,wso � �✓ . Insulation []PASS ❑FAIL Lot # Duct Test ❑PASS ❑FAIL — a: ITEMIZED CHECKLIST STRUCTURAL COMPONENTS N/A PASS INCOMPLETE WINDOWS 1. U:-- SHGC: E� ❑ ❑ Garage Joist 2: U: SHGC: ❑ [j ❑ Cantilever (, WALLS — S Y„s,,l ❑ [� ❑ Soffit AGW: 2 x R- 2 (t aF ❑ F-1 Attic Knee Wall ��' � � .SP-2- ) Hybrid Wall: Foam R- 13 Batt R- I ❑ [2 ❑ Fireplace Exterior Ins: R- ❑ E:j ❑ Bathtub ❑ EPS ❑ XPS ❑ Polyiso ❑., ❑ Ey Sill Plate _-- _ . --__--- Garage Wall:R--- ❑ Top Plate Foundation Walls: `j I tee F'� R- MECHANICAL VENTILATION FRAMED FLOORS ❑ Energy Star Rated Bath Fan Abv GaA l R- I ❑ ERV - 2 ego w.p,- �, J_ A., � ,,• Abv B� xt: R- o k- 'Dbv,_sc \} ❑ Fresh Air Intake w\1 �/ ""Q��`-"```"'l Cantilevers: R- �� •S ?ems ROUGH DUCT TEST yPw t � CEILINGS ar f• Duct Location Flat: R- -S" AH1: IIP CFM /LA ~.. -- AH2:A ; CFM 1�'y .,,.�t Vaulted: R- -30 AH3: CFM Sealed Attic: Thickness: J CC Q LDSF NOTES: 1 W� lj2e k 1 oc�✓ ��J ��-�"' �L �i rtie..-1 u�/ �l�w'S ''.-7" ��— � Qw.lr�9C' � eke -S„�e ,g,ll ��-�,.,d.ik is SPo.•l e � HES REPRESENTATIVE SIGNATURE: XrWORK ORDER CONTAINER CONTAINER N ❑ ON CALL AWNED BY: AC 4� �ara�oPARACO SCJ L HOME R 1:1 HAZARD DELIVERY SITE VEHICLE USED CUSTOMER ❑ www.paracogas.com UNKNOWN ❑ FRONT Time Dispatched eas3G{:�s;t F i#)7f L'ai� .S�i_diitaaL #llKiE 5 ^gyp L� AVe-fif. F.—PICK re '?1N- T �- '^I� r' it .+tirr�� ? llT"uneArrived onsite AK �01,QyVer k. 2.6246 CPW LcqGsd ;re: 06/06&120!';' g0,06� Time Departedsij?� `heed;leI er't 07/0,612019 iLA" 'J,Y.7 — ce'Is t rati o p•1s 2 vvp. 7 7 c Time completefl,� s.i� : _ s ttote a.l.s Zl.i_??: ti1V:i+d)La7.t Lt ; LCFs: 1-2 RRIAN i- SCT, SDV; 0.010 O'fft 6AX3• :>hf= CONT MERMIANCEREQUIREMBNWEP❑YES ❑NO SCY. 7 L.Ix PTX Tai':?. ST M. iii�1 CihtT, t Y Sz-srsiii CR s's0 ,.'' .00, WAS ODORIZATION TEST P FORMED? ❑YES ❑NO FiC; Ute. tis; l Deii'eTv 17wits.(Pkq0)Dj'-1=-1 Stir_' _ y ISPARACOLOGO/PHON M QF1CH � AFFIXED TO CONT ❑YES ❑NO triCeir� ii sE :tel �',s Itl3S 38 Rtii els.}r"�HCvc '�lY 1#�^ 5 I i1"z, CATHODIC PROTE TI ? ❑YES ❑NO Site Defri.. (wTAP q ❑N/A s?I as;ztac vc urre;r;; WAS GAS SERVICE INTERRUPTED? ❑YES ❑NO ?=:rvic!ts Calls: U53Q/t'0iY IS CONTAINER LOCKED OFF? ❑YES ❑NO Met; 2 E-ails is the Fast year EMERGENCY FEE? ❑YES ❑NO MONEY COLLECTED AMOUNT ❑ CASH ❑ CHECK s`-a,,. date: SERVICE/WORK PERFORMED qn MATERIALS FOLLOW UP WORK REQUIRED? ❑YES V.NO EXPLAIN. ::tontr'fyj aruitac»irer :: ..Do> :toot cera ASMFJDOT Aid /Ap}&`•. : Lehi ::Sysiosin r ::: .:::•'; :`;$ rli:lean Cttec�(. �)A yam..• .....;:.: :. .-T-71A :... . "" :.: .•;..-:.::.:�afi�su •Fest:(18m'n.j�.-- A system 0 . . • . .. •• ::..::... .. .re I .• . .. . perahon•Tests •• N/A ;.:.. : CuntaLt�ISitt�ressree::r.: Prhatsore::_, start brae Elnar .::: . ...: . .... ..... ...... :..:...... . ... ....: ':Eod P start End Time Flow Pressure Test lock-Up pressure TesE resh;vre�••:� Twin ❑ ❑WC i ❑WC PSI Psi ❑WC ❑wC 1st stage❑ ❑Ps! ? ❑PSl O PSl ❑PS! owe ❑we ❑WC ❑we 2nd Stagen PSI ❑PSI PSI PSI ❑PSI ❑PSI DID THE PAM REPREMRATNE Go ME THE BULOING AND a=ALL yI NLE GAS LINES AND APPUANCW❑YES' No 1NIr' fAodet Na:' DathrCade CmhdlH®Q Yaif;: •::ltm+i. • Customer Acknowledgement 4 the customer,hereby ecimowiedge that the above work has been satisfacDo*completed.f am familiar with the proper operation of my gas eguipmet,including the container and slit off valves.I am also A familiar with the odor of gas and the proper safety steps in the event of a gas leak littup. For additional safety information see our web site of www.paracogas.com Customer/renant Signature Date Paseo Representative Signature OFFICE COPY s .o,, "w 9.7410, ;1 t f { AM 40— 'a inn . F Am -.6ttathed-lo,an 41F ... .��'...-a ,•,.roux v:....,,...�,..,s- � � '.; "-"�q'ri"�'°"'"'' ..)„ �5•�,..r� .. .. ° i'4�cte #` e(�,.4. ,o.. a the ,f Q ' €.. . . : . + e' e n H, ro s 1 t ATOY x b i R • x 3 s 4 i i R �� 4060 Sunrise Highway,Oakdale, New York 11769-0901 June 4,2019 saa844@optontine.net RE: 1940 MASON DR,CUTCHOGUE To Whom It May Concern: On June 4, 2019, our representative confirmed that the water services were physically disconnected at the above referenced location. Please advise vour contractor that care should be taken not to damage the existing vault and /or curb box, as the cost of any repairs wouldbe billed to the premise and no service initiated until the balance is paid. Sincerely, 6*t, 14 Lisa Cetta New Construction Manager LC/db SPENCER ENGINEERING PC 1 1 MELISSA COURT • Dix HILLS, NY 1 1 746 PHONE (51 6) 807-7974 FAX (63 1 ) 427-2707 yL JUL 15 2019 July 11, 2019 RU!- ,USG DEQ: _ Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: 1940 Mason Drive Cutchogue, New York 11935 To Whom it may concern Please be advised that there is no natural gas present at this location nor has there ever been any. Respectfully .ore NE YO (� 063T�, AROFESS��P Spencer Goroff, PE SPENCER ENGINEERING PC 1 1 MELISSA COURT M Dix HILLS, NY rl 1 1746 PHONE(5 16)807-7974 FAX (631)427-2707 DEC 1 1 2019 December 9, 2019 Southold Building Department P.O. Box 1179 Southold, NY 11971-0959 Re: BP# 43977 Location: Ambrosio Residence 1940 Mason Drive, Cutchogue, NY 11935 To whom it may concern: With regard to the above referenced property, the foundation walls installed were found to be in compliance with the NYS Building code. Respectfully, �w r� PP P• 1 d � •�P►vvv Spencer Goroff, PE SPENCER ENGINEERING G PC 1 1 MELISSA COURT M Dix HILLS, NY M 1 1746 PHONE(516)807-7974 FAx (631)427-2707 DEC 1 1 2019 December 9, 2019 ..' Southold Building Department P.O. Box 1179 Southold, NY 11971-0959 Re: BP# 43977 Location: Ambrosio Residence 1940 Mason Drive, Cutchogue, NY 11935 To whom it may concern: With regard to the above referenced property, the footing installed was found to be in compliance with the NYS Building code. Respectfully, o � Gip' Vi. Y 'a 083 V ♦�,, ��fESs�aP c� ��►►►►v v �Qa Spencer Goroff, PE q-Z-7 SPENCER ENGINEERING PC 1 1 MELISSA COURT • ®IX HILLS, NY 1 1 746 PHONE (51 6) 807-7974 FAX (63 1 ) 427-2707 August 14, 2020 D Department of Buildings AUG 2 8 2020 Town of Southold Southold Town Hall Annex BUMDR-M MIPT• P.O. Box1179 TMV7'-T C `-)UTHOLD Southold, NY 11971-1179 RE: Ambrosio Residence 1940 Mason Drive Cutchogue, New York 11935 ATTN: John J. Jarski Senior Building Inspector Dear Mr. Jarski 1. The crawl space of this residence has a plan area of 1242 ft2. To provide the required flood control, five(5) Smart Vents, 3 —double vents and 2 —single, were installed on adjacent walls. The double vents each provide certified flood coverage for 400 ft2 while the single vent is certified for 200 ft2. This provides coverage for 1600 ft2 which exceeds the required coverage. Smart Vents are an engineered flood control produce which carry an ICC-ES Evaluation Report ESR-2074 dated 02/2019. A copy of this report is attached. 2. The insulation installed in this space was found to be in compliance with the requirement of the NYS Energy Code. 3. The plumbing roughing was inspected and found to comply with the Town of Southold plumbing code. Respectfully, NEwro G OS377A . !°ipo�SsioN�' Spencer Goroff, PE q-3 cl 7 Ll ^J D �A (Z ALI: ? 8 ^020 BUILDING DEVr. To' '"'HOLD ' 1 4 1 P it F -77 cl L4 0-> DD BUILDING DEPT. TCS' ` 7 7HOLD L � 95 wn H/V cc t z N f' t A��► � � •s A.r i*' 1•� •7 .� y moi• .7 % j r✓ �:I Is �� i ' R r4 S LL 1 �c r i I I ° 4r ' r " '�.,�,, �'- �°,c.a�.��_, '� ,fir,•, ��,: +y, �t ,. f! l 'r ��ANt� �•°�'� .a Mkt a�. t ` . Si *. n r o lip �. ' .. "If.•4P wYT f R• ♦. TI' 40b �� V)k a � i L.r a ?T a t 4 y, r ,. 4jt ~ } limp' t ! 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"i`v w k'�t:: 71 yy "0.F '0. f •�,e ,JW 010 ��^��4� c- '.,. .. �,.. lt+r -iY^ ti •.+'- t.. t may' �f"'.y��, 1.L= � � '1.` n '.S._:. '� -..:��....,s';.` .;'�G7'Lc.3Y,�4 •( '�� ter'•'� . �� y � �� ..��+.. _r ,.ry,- f� �l, q. � ,,)'x ."1... _ �t ��?�rj 1• '.'rv -`4.ti"�ft. �` 3'..y`` x: r a��F ��- e' rye f;•" ..e - y, >Y� 4 v �V��r-,a,: ��..t - .• �:z� ,...._ y�ijl"'�;-i''"_�t . . L!9 , KN ' I a. n r � a Ln ct ow Ln IL tt 4 4 4 w t A �. �ti,a ►� �� ,moi .- S ` N4 AY =♦ +4 :lecy��po r 4 Southold Building Department 12/19119 Att: Roger Electrical Inspector P.O. Box 1179 Southold, NY 11971 Re: Scott Ambrosio 1940 Mason Drive, Cutchogue B.P 43977 SLB 1000-104-07-16.1 Roger As per your request please find attached the pictures of the new buried electrical line and caution tape from the meter to the home we are building at the above address. Thank You Scott Ambrosio 516-644-3710 t 1 , rtW 'J, v� vf• r )eF f URI �' (• .. .�r, f ��/�w'irl�4/1_�7-.`.j�I , ,J•.�`yy ..� J.yY � �,. ' 1,. 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'. �!� .� �.t y�5'M�'` M �, ' i Hi John 1/22/2020 Re: B.P. 43977 1940 Mason drive Cutchogue Enclosed are my strapping photos as you requested Scott Ambrosio 516-644-3710 JAN 2 7 2020 _ b ® i 4 iii► c �• 4 moi► \ OA L / 1 � er .: e s N- r r I ox-. .F. s. 1 rA . . ! A 'E 'C Y �/. 444 yy° S 1jj .-•.�"_. \\'i �' t •L I �. tl -.. � l t � Y(i �� pY k - , x , R! ,� � �� ,� � t Eft +p , � � � I � � �� 1 , • . � �� t C _ '.-- -... • MMC� .1� -_t!t! r ` - �.�..�,x r' ''R"a'-••- 4 L � - � .,. rJJjjj{ �".'ac i.-, 1 i .•n•.fir .�\�_ .... � ....- a :,..:_.�.._...__ FIELD INSPECTION REPORT D TE COMM NTS FOUNDATION(1ST) y ------------------------------------- I;Z�95 FOUNDATION (2ND) lotz ROUGH FRAMING& � PLUMBING ` H INSULATION PER N.Y. STATE ENERGY CODE t tv► V � V FINAL f ADDITIONAL COMMENTS- � tr CA G ° /tea It, VAC`' C r v �a - i►e�f C ®' 0 a ape c � dn " _b� ati f\_ . o do r Qom, CiA t*- D `71521 � � t d TOWN OF SOUT1IOLD BUILDING PERMIT APPLICATION CHECKLIT BUILDIN(h)EPARTMENT Do you have or need the following, ore applying TOWN HALL —Board of Health SOUTHOLD,NY 11971 --4-sets of Building Plans TEL: (631)765-1802 Manning Board approva FAX: (631)765-9502qSPI �ryey Southoldtownny.gov PERMIT NO. deck Septic Form - N.Y.S.D.E.C. trustees -C—O.Application Mood Permit ; Examined ,20 t ��r -Single,&Separate --ftHSs Identification Form JUN 2 6 2019 --Storm-Water Assessment Form Contact: Approved ,20 :� ;;i� 1 ,P ;;1 j lirta— c b vS to Disapproved a(c Phone: S((? �Q 4`I 1 3 Expiration 120 Z Building nspector APPLICATION FOR BUILDING PERMIT Date �12-6 , 201 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,ho 'ng code, regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) ,�V�-3� &. E A, m/ 417-? (Ma ing address of applicant) —�- State wheth applicant is owner, lessee, agent, architect, engineer, general contractor,electrician,plumber or builder Name of owner of premises 2,4,) (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locat'on of land on which proposed work will be done: �t e: House Number Street Hamlet County Tax Map No. 1000 Section �d "l Block 0 -1 Lot r Subdivisipn� Filed Map No.1� — Lot 2. State existing use and occupancy of premiies and intended use occupancy o pro osed construction: a. Existing use and occupancy 5 ��4, C71-1V4 b. Intended use and occupancy 4"-' Dllof) . —a,e 11 w 1� ICS 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES L NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises-CUs Address C_,1J".APhone No. Name of Architect 4 Address Phone No Name of Contractor �' Address4(S al�w Phone No.Sl&, GW l3 10 g,1V,01r A141731 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 /_ O * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES�NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFuGlrvl YI/ being duly sworn, deposes and says that(s)he is the applicant (Name of individ al si ning contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or_have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this c2/!b4 - day of ,_7()n e 20j� ANN M. PATR AGGIO No or Cf" fir* , S Quali if ed In`Tla�ssa-PAuCounty Signature of pplicant Commission Expires April 20;'."20;L Of Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, �g�� ✓ residing at �PT /al (Print property owner's name) (Mailing Address) do hereby authorize S Ccs PA G t-<D (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) b (Print Owner's Name) Michael J.Domino,President ��F S�(/jy Town Hall Annex 54375 Route 25 John M.Bredemeyer III,Vice-President h0� OHO P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631)765-1892 Greg Williams �O �� Fax(631) 765-6641 COUNT`1,� BOARD OF TOWN TRUSTEES S TOWN OF SOUTHOLD November 15, 2019 Scott & Susan Ambrosio 25 Brian Lane East Northport, NY 11731 RE: 1940 MASON DRIVE, CUTCHOGUE SCTM# 10007104-7-16.1 Dear Mr. and Mrs. Ambrosio: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 13, 2019: WHEREAS, SCOTT & SUSAN AMBROSIO applied to the Southold Town Trustees for an Amendment to Wetland Permit#9379 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application. dated October 4, 2019, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, 2 NOW THEREFORE BE IT RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#9379 to demolish existing dwelling and foundation and construct new 20' landward; construct a 40' wide by 34' deep foundation with elevations to remain as previously approved; construct a 40'wide by 34' deep two-story dwelling with a 40' wide by 6' 9 '/z" deep front porch with roof to be 42'8"wide by 8'-11 '/2" deep with approved eaves on the east and west side of the house; demolish and remove existing seaward side concrete patio; construct a new 36-9 '/2" wide by 22' deep elevated framed deck with 8' wide stairs attached to back and a 4'wide stairs on the west side of the deck adjacent to the newly located house; install gravel under footprint of deck; construct a 39'9 '/"wide by 13'4"deep patio roof; reconfigure existing driveway, add cobblestone apron and sides and paver walkway from driveway to dwelling; install a 1,000 gallon propane tank; eliminate one plastic shed and install one (1) 8'x10' shed for a total of two (2) existing 8'x12' and one (1) 8'x10' plastic sheds; and to relocate and reconfigure OWATS System and grade to allow for new landward location; and as depicted on survey prepared by Nathan Taft Corwin, III Land Surveyor, received on October 1, 2019, and stamped approved on November 13, 2019. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None This is not a determination from any other agency. Sincerely, Michael J. Domino, President Board of Trustees MJD:dd 1 BOARD OF SOUTHOLID TONMTRUSTEE& SOUTHOIA NEW YORK PERAM NO.9379 DATE:JANUARY 1-6;20.19 ISSUED TO: SCOTT&SUSAN AMBitOSIO PROPERTY-ADDRESS: 1940 Al2kSONIDRM .CUTC$O+G - SCTM#1000-104-7-16.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the'Town Code of"the-'Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 16.2019.and is corisidetation of applicatioII fee.in rthe suai of> by to the T s and Coaditi as stated.in-&*kesoledion;the Souftd--T6Wn Board:of ire aiilhortws.and pezinits the following: Wetland.Permit to demolish:existing one-story residence;existing foundation to remain and be raised approximately 2'in order to=nteet:REMA eleva4aiokre0emeats;;ex#ea4;foBndatieon appromately 10' landward;construct a proposed 3411"x34'two-story dwelling with 3411"x2110.5"front porch;.raise existing 30'8"x1.2'waterside patio approximately 2'and modify/lengthen existing 7'wide steps to ground. oSpatio,.t A990m nodate new heighk remove > > " outdoor shos!er.and constrtact a 4 xl®6..outdoor. shower with two i2)new steps to grade;abandon eili0 g.septic stem;and install new septic system on the landward side of the dwelling;add 900 cubic yards ofclean fill landward of dwelling for:tle proposed sanitary system;move existing 814"x1213"shed closest to the dwelling approximately 7'landward; e*ceVAWMg wood tie planter wa4it new 3"Wld0y-2rh gh1wd dd pbAftft 4MnW-waterside patio and re=vegetate;igstall a raised 41x8':platform-for two•(2)`•A/C-units on,westerly side of dwelling supported by a 127 sons tube on an 18"x lS"xl2"eoncrete-lbothig;installers to leaders.to.drywella to-contain roof:raftoimand:iastall:a:lie.of s&fencing prior to and Burin tenstr«ctien;•as:per.Chapter-:236,of the Town Code—Stormwater Management;with the condition that the area seawarWthe.#lagged wetland line as depicted on survey prepared by-Nathan Taft Corwin ElI Land Surveyor dated Diecember.14,2018 remaia,ass non-�stnabanFe area;and that>E '.lan�kward o the:flagged.lsie as sW vmarked.on, ey y: - ..: pre : :: aan Taft:CorvmIiIIt,:Land ,e or dated:December.l4,'2®18 be:estaliluslzed'und I perpetually sintninas a 1@?non=turf bn�er;and a_zqe i `on tfie§iirvey preg red by`R&han Taft Corwin;LandSnrveyoi'datedbeceffi`lier I4 ZOfB snd stampead appro�ved:on January 162®19. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seat to be affixed, and these pteseiits to tie subscn'bed by a majority of�td 6 saidAoai d as-of the Ie-day,of January;2019. o; Glenn Goldsmith,President OQ�SUUTyoI Town Hall Annex Michael J.Domino ,` 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krapski G Telephone(631)765-1892 Greg Williams �� Fax(631) 765-6641 ' CUUM'1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1789C Date: January 12,2021 THIS CERTIFIES that the demolition of existing dwelling and•foundation and construct new 20' landward; construct a 40' wide by 34' deep foundation with elevations to remain as previously approved• construct a 40' wide by 34' deep-two-stoiy'dwelling with a 40' wide-by 6"9-%2"`deep front porch with roof to be 42'8"wide by 8'-11 YV deep withanbroved eaves on-the east and west side of the house, demolish and remove existing seaward'side concrete patio,• construct a new 36'-9 '/2"wide by 22' deep elevated framed deck with 8' wide stairs attached to back and a 4' wide stairs on.the west side of the deck adjacent to the newly located house- install gravel under footprint of deck, construct a 39'9 '/2"wide by 13'4"deep patio roof, recdnfiure existirig_driyeway add-cobblestone apron and sides and paver walkway .from driveway to dwelling• remove existing-oiLtdoor shower and constrict a 4'x10'6"'6utd6or shower with two (2)new steps to grade;install a raised 4'x8' Qatform for two (2)A/C units'on westerly side of dwelling supported by a IT'lona tube on-an 18"xl Vkl2"concrete footing; install,gutters to leaders to drywells to contain roof runoff and install a line of,silt'fencing prior to and during construction as per Chapter 236 of the Town Code-Stormwater Mana e�; merit; install a 1 U00 gallon.propane tank;for the relocation of two 8'x12' sheds and-removal',of one 6'x10' shed.,and;to install a CENT-OWTS septic system in lieu of a pr6posedfEN5-OWTS , . septic system with the conditiori.that the area seaward of.the flagged wetland line"-depicted'on surveYprepared by-Nathan•Taff Corwin III Land Surveyor dated,December.14,2018 remain as - a non-disturbande area; and'that 10' landward of the flagged line as marked on survey prepared by Nathan Taft Corwin III Land Surveyor dated December K-2018 be,established-and perpetually maintained as a 10' non-turf buffer; At 1940 Mason Drive, Cutchogue Suffolk County Tag Map,#1000-104-7-16.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 26,2018 pursuant to which Trustees Wetland Permit#9379 Dated January 16,2019,was issued and Amended on September 18,2019 and Amended again on November 13, 2019 and Amended again on February 12,2020 and Amended again on October 14,2020 and conforms to all of the • , r requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwelling_and foundation and construct new 20' landward, construct a 40' wide by 34' deep foundation with elevations to remain as previously approved; construct a 40' wide by 34' deep two-story_ dwelling with a 40' wide by 6' 9%2"deep front porch with roof to be 42'8"wide by 8'-11 %2" deep with approved eaves on the east and west side of the house, demolish and remove existing seaward side concrete patio, construct a new 36'-9 1/2"wide by22'_deep elevated framed deck with 8' wide stairs attached to back and a 4' wide stairs on the west side of the deck adjacent to the newer located house, install gravel under footprint of deck,construct a 39'91/2"wide by 13'4"deep patio roof, reconfigure existing_dnbewav add cobblestone apron and sides and paver ' walkway from driveway to dwelling,• remove existing outdoor shower and construct a 4'x10'6" outdoor shower with two Q new steps to grade;install a raised 4'x8' platform for two (2)A/C units on westerly side of dwelling supported by a 12"sona tube on an 18"x18"x12"concrete footin • install gutters to leaders to dWyells to contain roof runoff, and install a line of silt fencing prior to and during construction as per Chapter 236 of the.Town Code—Stormwater Management,• install a 1 000alg lon propane tank-, for the relocation of two 8'x12' sheds and removal of one 6'x10' shed-, and to install a CENT-OWTS septic s gem in lieu of aproposed CEN5-OWTS septic system with the condition that the area seaward of the flagged.wetland line as depicted on surveyprepared by Nathan Taft-Corwin III Land Surveyor dated December 14, 2018 remain as a non-disturbance area-, and-that 10' laridward.of.the Ragged line as marked on survey prepared by Nathan Taft Corwin III Land Surveyor dated December 14,20.18 be established and perpetually maintained as a 10'non-turf buffer, The certificate is'issued to Scott& Susan Ambrosio owners of the aforesaid property. Authorized Signature Page 1 of 1 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov PERMIT MODIFICATION November 18, 2019 Scott Alan Ambrosio 25 Brian Lane East Northport, NY 11731 Re: DEC Permit# 1-4738-03872/00007 Ambrosio Property 1940 Mason Drive Cutchougue, NY 11935 SCTM# 1000-104-07-16.1 Dear Permittee: Your recent request to modify and renew the referenced permit has been reviewed pursuant to 6NYCRR, Part 621. It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit amended to authorize: Demolish existing single-family dwelling and construct new 2-story single family dwelling 20 feet landward of original location. Remove existing patio and construct covered porch and new 36'8" x 22' deck with 8' wide stairs to grade; relocate existing shrubs to perimeter of new deck. Replace and relocate existing sheds. Reconfigure gravel driveway and construct walkway. Remove or abandon existing sanitary system.in accordance with the requirements of the Suffolk County Department of Health Services. Install new innovative/alternative on-site wastewater treatment system. Establish permanent vegetated non-disturbance buffer zone along tidal wetland boundary. All work must be done in strict accordance with the attached plans prepared by Nathan Taft Corwin III last revised 9/25/19 and stamped "NYSDEC Approved" on 11/18/19. All other terms and conditions remain as written in the original permit. Ve_ ruly yours, i- Sherri !_- iqAher Permit Administrator NEWYORK Department of OPPORTTUNTTY Environmental Conservation -'�_ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03872 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: SUSAN AMBROSIO AMBROSIO PROPERTY 25 BRIAN IN 1940 MASON DRISCTM# 1000-104-7-16.1 EAST NORTHPORT,NY 11731 CUTCHOGUE,NY SCOTT ALAN AMBROSIO 25 BRIAN IN EAST NORTHPORT,NY 11731 (516)644-3710 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 714.199 NYTM-N: 4543.396 Latitude: 41°00'49.1" Longitude: 72°27'09.7" Authorized Activity: Raise existing single family dwelling in-place,and add second story. Construct 10'addition to landward side of dwelling. Raise existingpatio in-place. Relocate existing shed. Remove or abandon existing sanitary system in accordance with the requirements of the Suffolk County Department of Health Services. Install new innovative/alternative on-site wastewater treatment system. Establish permanent vegetated non-disturbance buffer zone along tidal wetland boundary. All work must be done in strict accordance with the.attached plans stamped"NYSDEC Approved" on May 22, 2019. Permit Authorizations Tidal Wetlands-Under Article 25 . Permit ID 1-4738-03872/00007 New Permit Effective Date: 5/22/2019 Expiration Date: 5/22/2024 Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03872 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator: SHERRI L AICHER, Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony rook,NY 11790 -3409 Authorized Signature: _ Date Jam/ / Distribution List Bureau of Marine Habitat Protection Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOT'IFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Notice-of Commencement At least 48 hoursprior to.commencement of the project,the permittee and contractoar,shall sign and return the top portion of the enclosed notification form certifying that they are fully aware.of and understand all terms and.conditions of this permit. Within 30.days of completion of project,the bottom portion of the form must also be signed and returned, along with.photographs of the completed work. 2. Conformance With Plans All activities authorized by this permit must be-in strict conformance with the.approved plans submitied,by the applicantor applicant's agent as part of the permit application. Such approved plans were prepared by Scott Ambrosio on April 11-,2019 and stamped "NYSDEC Approved" on May 22,2019. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on.the worksite and adequately protected from the weather. 4. No Dewatering No dewatering is authorized by this permit. Page 2 of 7 NEW YORK STATE DEPARTMENT'OFENVIRONMENTAL CONSERVATION e Facility DEC ID 1-4738=03872 . PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: SUSAN AMBROSIO AMBROSIO PROPERTY 25 BRIAN LN 1940 MASON DRISCTM# 1000-104-7-16.1 EAST NORTHPORT,NY 11731 CUTCHOGUE,NY SCOTT ALAN;AMBROSIO 25 BRIAN.IN EAST NORTHPORT,NY 11731 (516)644-3710 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 714.199 NYTM-N: 4543.396 Latitude: 41°00'49.1" Longitude: 72°27'09.7" Authorized Activity: Raise existing single family dwelling in-place, and add second story. Construct 10'addition to landward side of dwelling. Raise existing.patio in-place. Relocate existing shed. Remove or abandon existing sanitary.system in accordance with the requirements of the Suffolk County Department-6f Health Services. Install new-innovative/alternative on-site wastewater treatment system. Establish permanent vegetated non-disturbance buffer zone along tidal wetland-boundary. All work must be done in strict accordance with they attached plans stamped"NYSDEC Approved" on May 22, 2019. Permit Authorizations Tidal Wetlands:-..Under Article.25 Permit ID T'74738=03.872/00007 New Permit Effective Date: 5/22/2019 Expiration Date: 5/22/2024 Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03872 5. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks, mixers,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms.. 6. No Construction-Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 7. Materials Disposed at.Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an-authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 8. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated.tidal wetlands or protected buffer areas as a result of the permitted activities. 9. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 10. Clean Fill Only All fill shall consist of clean sand, gravel, or soil(not asphalt, slag,flyash,broken concrete or demolition debris). 11. Department.Jurisdiction The department retains jurisdiction of all regulated lands where:fill has been permitted.' Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated:area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 12- Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated. buffer zone shall be established. There shall be no.disturbance to the natural vegetation or topography within'-an area extending 10 linear feet landward of the tidal wetland boundary. 13. Install,Maintain Erosion Controls. Necessary erosion control measures,i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area: This sediment barrier is to be.put in place before any disturbance of the ground occurs and is to be maintained in good and nctional condi fution until thick vegetative cover is established. 14. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 15. Direct Runoff.Away.from Tidal Wetland and Buffer Roads,driveways, and parking areas shall be.graded to direct runoff awayfrom tidal wetlands-,and protected buffer.areas. Page 3 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION . Facility DEC ID 1-4738-03872 16. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) Septic Systems This permit authorizes the installation of any models of UA OWTS septic system which.have received the approval of the Suffolk County Department of Health Services(SCDHS). If SCDHS rescinds its approval of one or more of these models during the term of this permit,DEC will no longer approve new installations of that model. The list of UA OWTS systems which have received approval by SCDHS are found on the Suffolk County Website under the Reclaim Our Water-Homeowner section at: Overview of Provisionally Approved Technologies. 17. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) The permittee must maintain, service and repair the installed UA OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services (SCDHS) permit issued for the system. 18. Incidental Disturbance to Vegetation It is the responsibility of the applicant.to remedy any incidental disturbances resulting in damage or removal of wetland vegetation. Upon completion of construction activities, any disturbed areas shall be planted with the appropriate marsh vegetation. Please contact the.Bureau of Marine Habitat at(631)444-0295 for more information. 19. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled.for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 20. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until..theproject has been completed and the area has been stabilized. 21. .,State Not.Liable for Damage .The State of New York shall in no case be..liable for any damage or injury to the structure or work herein,authorized which maybe caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and:no clain .or right to compensation shall'accrue from any such damage. 22. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration.in the,position of the structure or work herein-authorized, or if, in the opinion'-.of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said wafers or flood flows or endanger"the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to . remove or-alter:the structural work, obstructions, or hazards caused thereby without expense to the State,. and if, upon the expiration or revocation of this permit,the structure, fill, excavation, orother modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the.navigable and flood capacity,atthe watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. Page 4 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION kadlity DEC ID 1-4738-03872 23. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant,shall,without expense to the State, and to such extent.and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 24. Precautions Against Contamination of Waters All necessary-precautions shall be taken to preclude contamination of any wetland or,waterway by suspended solids;sediments,fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. . GENERAL CONDITIONS - Apply to ALL Authorized Permits: . 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the.ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and.-SAPA 401(3). The permittee shall:provide a person to accompany the Department's representative during an inspectipn to the permit area when requested by the Department. A copy of this permit, including all referenced maps,drawings,and.special conditions,must be available for inspection by the Department.at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit_ 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does.not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification.or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-3409 4. Submission of Renewal Application .The permittee must submit a renewal application at least 30.. days before.permit expiration for the following permit authorizations: Tidal Wetlands. Page 5 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03872 s. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental.conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance.with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer- Permits are transferrable unless specifically prohibited..by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF:OTHER PERMITTEE-OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and.Agrees to Indemnification. The-permittee, excepting state or federal agencies, expressly agrees..to-indemnify and hold harmless the Department of Environmental Conservation of the State of New York,-its representatives, employees, and agents("DEC")for all claims, suits,actions, and damages,to the extent attributable to the . permittee's actsor omissions in connection with the permittee's undertaking of activities in connection with, or.operation and maintenance of,the facility or facilities authorized by the permit whether mi compliace. or.not incompliance with the terms-and conditions of:the.permit. This-indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentionat'.acis or omissions, or to.any claims, suits, or actions naming the:DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing.its independent contractors, employees,agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed'for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals,lands, easements and rights-of way that may be required to carry out the activities that are authorized.by this permit. Page 6 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION YFacility.DEC ID.1-4738-03872. ltem D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the.lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7. q39 77 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No.1�Date:%�vember�30,2018 Federal Emergency Management Agency Expiration National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name ` Policy Number: �G�s�'7 IJrJS��v A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Company NAIC Number: Box No. City S/Dt , ZIP Code �5 A3. Property Description of and Block Numbers,Tax Parcel Number, Legal Description,etc.) A4. Building Use(e.g., Residential,Non-Residential,Addition,Accessory,etc.) A5. Latitude/Longitude: Lat. y �Ov,`�q,0y" Long.IV 17��y.7 /� Horizontal Datum: ❑ NAD 1927 'NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number g A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) I3-7 o sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 7 c) Total net area of flood openings in A8.b sq in 'r d) Engineered flood openings? Yes ❑ No r A9.For a building with an attached garage: a) Square footage of attached garage �1.). sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b �. sq in d) Engineered flood openings? ❑Yes WNo SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3. State T-, J„ ,X s11"_2lold 360013 _ ,,,,r 1/' dofl ��,rI� D B4.Map/Panel B5.Suffix B6. FIRM Index B7,FIRM Panel B8.Flood B9.Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑ FIS Profile C 1 FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 CJNAVD 1988 ❑ Other/Source: B12. is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes R�No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Addres (including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: City State 0 ZIP Code Company NAIC Num r SECTION G—COMMUNITY INFORMATION(OPTIONZegh The local official who is authorized b law or ordinance to administer the community's floodplaent ordi ance can complete Sections A,B,C(or E),and G of this N evation Certificate.Complete the applicable item(s)an .Che the measurement used in Items G8—G10.In Puerto Rico \uthoedzed nter meters. G1. ❑ The information in Section C wken from other documentation that has been sigl by a licensed surveyor, engineer,or architect who is abylaw to certify elevation information.(Indica and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Sectio E for a building located in Zone A(without aed or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)i provided for community floodplain manrposes. G4. Permit Number G5. Dat Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Constructio Substantial I rovement G8. Elevation of as-built lowest floor(including basement) ❑ feet ❑ meters Datum of the building: G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name itle Community Name Telephone Signature Date Comments(including type of equipment and location,per (e),if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In thes spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: City State ZIP Code Company NAIC Number 0 SECTI E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), omplete Items E1—E5. If the Certificate is intended to support a LOMA or LOM -F request, complete Sections A, B,and C.For Ites E1—E4,use natural grade,if available.Check the measurement used.In uerto Rico only, enter meters. E1. Provide elevation information for the ollowing and check the appropriate boxes to show whether the elev ion is above or below the highest adjacent grade(HAG)an the lowest adjacent grade(LAG). a) Top of bottom floor(including baser} nt, crawlspace,or enclosure)is ❑feet ❑meters above or ❑below the HAG. b) Top of bottom floor(including baseme Vthtop crawlspace,or enclosure)is ❑feet ❑mete ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanenided in Section A Items 8 an or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equip servicing the building is ❑ et ❑meters ❑above or ❑below the HAG. E5. Zone AO only:If no flood depth number isf the bottom fl r elevated in accordance with the community's floodplain management ordinance? ❑ nknown. Th ocal official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR O NER'S PRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who comple s ctions A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in ctions A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address f City State ZIP Code Signature Date Telephone Comments 1 ❑Check here if attachments. FEMA Form 086-0-33(7115) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: , -U�IJtj City I t46 State ZIP Code Company NAIC Number Cr�"t%�, G z�✓ `��t� El 35� SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction" WIFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,AR/AE,AR/A1-A30,AR/AH,AR/AO- Complete Items C2.a-h below according to the building diagram specified in Item A7, In Puerto Rico only,enter meters. Benchmark Utilized: _�� S. , -um )(-)26 Vertical Datum: Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 VNAVD 1988 E]Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used, a) Top of bottom floor(including basement,crawlspace,or enclosure floor) feet ❑ meters b) Top of the next higher floor (j. / feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) _q�_ ❑ feet ❑meters d) Attached garage(top of slab) ,+1!f• ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building gyp,5' M feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) b.U (�`feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) ,� ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including O feet ❑ meters structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1p01. Were latitude and longitude in Section A provided by a licensed land surveyor? Yes ❑No ❑Check here if attachments. Ca, rtifier's Name License Number OF a Title 0 � Company Name Address City State ZIP Code /� � llv,/ rl� 0 r 7-q' l+dfa Signatureate I Telephone Ext. ^ ©9 2.7 )-o 2-0 Copy all pages of this Elevation Certificate and all attachm nts for 1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) � L Q y� r J_ (�O✓/'ti' rj+il,rG�l� �J��.l�tc �Ivn V✓<, I 1"�'G VL'JJSL /S bJ1/T U1 ve-/ 9 y�.,� GonGrc � SIa� ran( yZ,e I�o0.0on5 Vz.d ve,t� Life /�� 1oar. 71e -,ktjcC air- L�,cC��1�n$r1 ✓AT7S c�J E C✓� �. Gn� Vii✓Z- bo w� �'i I / f // p P°pr —A)A, a t7c 7`�Y^ Pili ✓$7t.�., v )�. 1 E;� FEMA Form 086-0-33(7/15) Replaces all previous editions. ff n, / ✓ Form Page 2 of 6 7 ► r BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.. Unit, Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: City State ZIP Code ! Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken;"Front View"and"Rear View";and, if required,'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the Flood openings or vents,as indicated in Section A8.If submitting more photographs than will fit on this page,use the Continuation Page. vie,,/ n Clear Photo One Ph -- - Clear Photo Two Photo Two Caption FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: O u/r rI City State ZIP Code Company NAIC Number > c ae. n.�,./ �l_ O ► 19 3 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, 'Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. .w» ✓�e r M Ph Clear Photo Three T� Le �rsf�c. �e, Photo Four Caption Clear Photo Four FEMA Form 086-0-33(7115) Replaces all previous editions. Form Page 6 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page a, Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including \Apt.. Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number `�G �v in4 c4, �,^� �o�- �.✓�c/ �,cp 1�ri G re Jr �L.G Q�f tL, �y P IGI. I Fl��i Vey � Ty ply� i/ic�✓ x FEMA Form 086-0-33(7/15) r - APPLICATION • PAGE l at a `- TOWN OF SOUTHOLD FLOODPLAIN DE" ELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT.CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. �Q PLICANT'S Sk*, ATURE) ,�l a DATE �o b i Ui U SECTION 2 PROPOSED DLOPMENT(To be completed by APPLICANT) AME A ADDRESS TELEPHONE APPLICANT Nq nT,s/ BUILDER eD#s�S�s.fa no < ENGINEER`/ r9r� d,ru�i'n� Po OW 1(o nr S N 1/14C7 �°3 �� • �7 Z r PR91 CT LOCATION: • To avoid delay in processing the application, please provide enough information to easily identify the project location, Provide the street address, lot number or legal description (attach) and, outside urban areast the distance to the nearest intersecting road or wcll-known landmark. A sketch attached to this'application showing the project location would be helpful. RtsarJ ✓i 49 CU o — AIC-1 H9 5 FDP(93) r APPLICATION PAGE 2 OF 4 DESCRIPTION OF WORK (Check: all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE. TYPE dew StructureResidential (1-4 Family) ❑ Addition O Residential (Marc than 4 Family) ❑ Alteration O Non-residential (Floodproortng? ❑ Yes) ❑ Relocation O Combined Use (Residential & Commercial) O Demolition �' ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECTS (Ap B. OTHER DEVELOPMENT ACTIVITIES: @Fill ❑ Mining O Drilling El Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) gae rainage Improvements.(Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) 0 Individual Water or Ser System ❑ Other (Please SpecffY)` After completing SECTION 2, APPLICANT' should submit form to Local Administrator for review. ECT ON 3: oQQDP DETERMINATION o c com letcd by CAL ADMINl RAT _- The proposed development is located on FIRM Panel No. Dated The Proposed Development: O IsLIQ'>i located in a Spedal Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED)' • ❑ Is located in a Special Flood Hazard Area. FIRM zone decigaation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) O Unavailable ❑The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE APPLICATION PAGE 3 OF a SECTION e ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR} The applicant must submit the documents checked below before the application can be processed: O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposcd development. ❑Development plans, drawn to scale,and specifications,including wbcrc applicable:details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the Fust floor,details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also CJ Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant trust provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations. 0 Top of new fill elevation Ft. NGVD (MSL). ❑ Fioodproofnng protection level (non-residential only) I~t.'NGVD (MSL). For Elood� ti.�, roofed structures, applicant must attach certification from registered engineer or architect. ❑ Certificatio-from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting<t-his finding must also be submitted. ❑ Other: SECTION 5 PERMIT DETERMIN&TION (To be completeADMINISTRATOR) I have determined that the proposed activity. A.0 Is B.0 Is not in conformance with provisions of Local Law . 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE BOX A is checked, the Local Administrator may issue a Development Permit upon paymeat of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION a PAGE 4OF4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? 0 Yes O No Cooditioms SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. L. Actual (As-Built) Elevation of the top of the lowest floor, including basement in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADIAI STRATOR will complete this section as applicable based on•inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPtCTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL-ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LQCA AT: PERMIT NO. ud ��O'J PERMIT DA TE OWNERS NAME ANY ADDRESS: CHECK ONE: vse�N r2tG� 0 NEW BUILDING Cl EXISTING BUILDING O VACANT LAND .t. THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #-119—. SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19AS MODIFIED BY VARIANCE # DATED _ SIGNED: DATED: C/C(93) 1 4W, SVfFp(�-CO BUILDING DEPARTMENT- Electri ahlnsk dor G TOWN OF SOUTHOL o y� Town Hall Annex - 54375 Main Road, =JPO Box 1179 o - Southold, New York 11 1-0959 DEC 1 1 2019 4,- Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-)_southoldtownny.gov - sea nd(cD-southoldfow inyr.cloy° .. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Z ` Company Name: go ' 0 Name: -2urJ License No.: email: ]j c(eG ,<< Address: (�O ( &J ,11,15 V1 iti-01 Phone No.: 51(e JOB SITE INFORMATION (All Information Required) Name: Gdiros10 � s c _ Address: 0 Z- ✓'i OP— L'tc Lb� Cross Street: /�-h— Phone No.: 4e q4 3 Bldg.Permit#: Z 3 30I email: S ev bf-e Tax Map District: 1000 Section: 16 Block: 2 Lot: f , BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES /PN(6� Rough In Final Do you need a Temp Certificate?: YES I(NO) Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 '2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I� Request for Inspection Formals 01 J-� 1 l u�Fp BUILDING DEPARTMENT- Electri aflnsp.e, tf NQS (KC7 TOWN.OF SOUTH OL 1_;' � CD Town Hall Annex - 54375 Main Roa =SPO Box 1179 o - Southold, :New York 11971-0959 DEC . 1 1. 20:19 Telephone (631) 765-1802 - FAX (631),765-9502 rogerr(aD_southoldtownny.gov - seand(a)southBM, . ' APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: : Name:( a rj - License No.: eis-175 email: r p A @,4j.jo Address: O ( w i Lh`5 Aye A4I *crj u 5 d Phone No.: JOB SITE INFORMATION (All Information Required)` Name:. 13ros�o crQ Address: a)r/i 5 V 01 Cross Street: ,jam Phone No.: c.fe B1dg.Permit-M: 3al'"I'1 email: Cd il— 2&M.A,rAJ Pl9c Tax,..Map District: 1000 Section: Block: _ .Z . ' Lot: 16 BRIEF DESCRIPTIO OF VVORK (Please Print Clearly) Iy f � - ¢ .a,J 6- 1 Circle:All That Apply: 18100-ready for inspection?:, YES / fV Rough In Final Do you~need a Temp Certificate?: YES N Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead #'Underground Laterals "1 -2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs �v PERMIT# Address: Ll Ml Outlets 'PRO ' ( If Surface . Sconces , l� w �I 7 M9i`s 1 c'- !ts' Pans Fridge HW -Exhaust � � Over Dryer °brio . . C. o Ge.�tarar. ori bo Cbo.ktop tI"a 1er A*CAH Niihi. . 5pi �i1:. 1. 66..mments: . � J Scott A :R; ss;eil fi'7�c �)E I��![��VA\'7C')E] StrPE�VISOR. s °-i ��MIA�N A\G]EIS LENT "nMa ;R6id:SotrrxoMNW-YOU. :u own o Southold. : T f CHt 1'TE G STUB;11 NATER' 'OR 'W 'E TQ,-PEO1VIPliET D:. Y•THE APPL .A TNT r" DOES -'T-M-S': PROMOT'. ;Ill7 OLIVI:tr AW D Tom' I+OI:I�t3W, .ING e5 (C1iECh°:fs1l:•!°EI1lTc4PPL11 ❑ :A. leax ,; ubiii , ^ racn gr tri' i o :land.vrcti.a +e F -.�•=.. .�?F fig.., ff cts rx�re.� tfian -N sq.as t'a i'ou cl. t xface. 13 b B. Eavibn .+ r "I' lin X>iv � in. . re ta ,ZQQ:colic yard '... a tenial. s of v t is pat oe c tr'=ark , nu uc. arL ; J•JJ y fv: s ❑ . tte pr p4r tiohi.ons: �opes:.=wk x h teed' 1R 3:f t u r alai :to D•r �t��c�a�; ��ir�.��r:�. ��za '1'OQ.�e�t.�.�f •�u�:�l�n��;;::bea��;;�i��.f��o��'�oa�a� er �icxi.�:atarea,. _ f :;, �to preparation�u tl� n"th one f1c►oci�lairs as-dep Ted ar�i:�;l?IRl1 Ta ;:off any er:co��se. ,F, -Installer ionto nom:or,resurfaced:iznpervYous-surfaces.of -0 JO 1.:square" or xnt u mess: or a,;. i vva l �r r�iwatcr i�Vlana a vent: �` I? ?fP Vit., g c I V1411� ova$:rete e . tf i "'Town and f e"p o. sal " z✓ltde }'Ze lAci I iri ind re ilaeement:of im erviom"surf aces. '2 C. pr;Uec�M It�=�itu�ansvi+ereil.�N��ttir>>�it�:�`tlie:gn�sfioi��above;:ST�fF•I� .�Comptete:t]ie"A�iHiea»C�eciioii�:lie1 titu�e 'Cgntatctdw:csitlY'`yoirt"Nain�e�; Sii' ,: iiriatoby I1ate Bt Cgiiiifg Taal" NamlieF+ ttiapter`23sdiies Y��tg yaepi�Iato .. If psi;:eusweird YE.S=tiu:tiue•oi*inure piF'ihe"abuve�.please subnit 7 wo eopies;of:a Stoia�water Meileineiit° oitti oI.:P.te►% autl"a�;t�iripl�ted��G`�ieck�I3�f�Bo�ii:to•_Ilia'BitildTiig�bepiartittieii"t;wit�ial�,Building:P�rirtit Atipllcatiori°� APPL:IEAiV'8:(Propt�•ty - -- at " `D,�+!peFi;l3estgci'P�•ofe�sip+u�'I.;;AS�e±�C;�ContracKor;QtTier)+ I NAME Qt 1 smi-Avn�o bast p 14 � t Section Blue: lot Confdct�liifibilnitlaiti. — — — — — — — ? Humhi) y — — — Reyieweci:)3y: Property Andres 7"Locat on of`Coti tivctioti-"Wbrt - - - - - - - - - _(O J a - 'r- - . ® Approvedfor_processing'Buildirig•P�ririit. 1. ,tormwater.1�+lanagement'Control PlanNo�"Reguireti. - — - - - - - - - - -- - - - - - StormNater"Management"Contrgl'Ptanis'Recjo ec);� (Forward to Engineering Department"for',Revi )'" FORM #` SMCP TOS MAY 20"14 -- --_— _ APPLICANT; S:C:TM*M 1000; = -1k:: 2, Tro"*Owner,Design ProfessiwuL Agent,Cautnaor,Ofher) Via: � OS�Sj+ �6: 7 �G ;:.� Sto�iriwaterIl2a. •emeri>ti�-Co>ntro_ T.PIan' NAME. 4aleTleo Se-ctionBlack: Lot' 2 pa ''• • _�. �J�`"-'(j�'.Plan•H_...µ.[Ceinenfs`.PriivTde ONEcop.:. •:.die Bu`Ild'ing'P...rmi�.4_PRlf� on 7T DaFe Thi:;ppltcaiii ;\r ust;priivide a Coni leie:Ekiilanatloti:and/or;Reason`fnr:not piov�dtn . 3�K/PG, QC tall tr►forinailn:fhiit;haseep Reg :by�.the,foYlotiv(ng Clieckltstl L. ''A Site Paan.drawn to scale Not Less that 60'to.,the inctt.MuS� 60 ad*.eFdc1:'Nd,:WNA tc�:ariy:Item PI-a'Protide tlfTcatiofi"Ilere!` T'E' IFY-60 : -;Ius sl -:all of the following hems:: If} u"rit d; ddiS l a .ro m ft r e planatiioi ;Pl ase PTb dr;;adcli>ional;Paper: a: Locatiofi&:Descr(ption OUPrft-'y Boiiiidarfes 0 b. Total Site.Adreage: t, qq 0 c. Existing." Natural_&Man`Made:Ratures•wtthin,500 L.F:. of the Site:,Aoundai-y as required=by§esti I7(C]i21: d Test'Hoh Data lndlea#irk Sotl Characteristics&:De'pf6:foGrQund Water•:. 0include not a limited to: e: .Limits:of Clem ing&.Area of Proposed.landDiturhimce:: 00 we maintained Construction Entrance, f.: hxisfing'&°:Piro , sed.Contours of.X1ae.Site clv, ila;t4z;>nt -Vaw Wire Backed Silt Fencing, stabilintion g; 0 Seeding of exposed �rive�+�ayi;;=5ideuvalks,&''In ge pri�vemeiits&iltillties Spot:Grailes;$�;;Eiiii h Floor .lalevatii3rs>for aJbe V 00 proposed.sir aures: 1.: Loeationbf proposed Swifnmirig.Pdb.And;.d1Wharge ring: 0E-j-;;j o oo C vt P S k. La EntrancelSt gugzArg(s); 1.. Location of. `ro ose0 cofai�r'ete`u/asliotitarea(s). 00 D , 111:L,ocatioii.of`alt: rc�`osed erosion 8�sedi>riant<coritrol.rneasupes: '1 2.. SCorntwater.lVATnagement Control Plan_thirst:inciude-CC, ulagoo0hocving.; that;the.stormwate-r impxoypmentsaresfzed:Co_captpre.store; uid;Inflltcaie,. on-site therUn-qf£`from.alTtiinger�Kgiis=S>ir(ace5�gerierated'fly'>a;'twq(2'LYnGt DRAINAGE INSPECTIONS ARE REQUIRED ratrifail/siorrri evenc:. Contact TOS Engineering at 765-1560 before , $: .Defails&sectfonal Drawi*s for:_siormwater,prac;ices: cequiredit?r.:approgal Backfill, OR Provide Engineer's Certification Items reguir'indetailssliall:iriclacle but=riof..lie 7imitetT•Ccsthat the dminage has been to Code, a: Erosion&,Seda0nt Contr6b.. 00 b. Co'At ttption:Entraoe ----:Site Access,; 0 0 c. Inlet'Drainage.:$fructurM(tg.catdli:Wjns tretich,dros,etdl d. Leaching Structures(e: :;infltfiatioif basins sd ales,etc:). :1=OR;EIVdINEffMN-MDEPAiiT NW)ME:'- Yd fit ii Irifaxina in. $Re: u red: :Reujewecl,& I nijrnuvat r anagen e`rit!CQritra] Ryan is.Not C ncrp qo, Appmveii.By:: JV.: .- - -+- - - - - - - - - - - - - - Stor riv a r:lVlanageM, :Conic l Plan. S Com, fete . Datf~ 7 ! t I SM'QP hos,--.e i>a -ent. FORM SWCP Check List-'T`OSlIVIAY.2014. at Town Hall Annex, Telephone(631).:765-1802 54375 Main Road Fax(631)765-9502 R O.Box 1179 Southold,'NY 11971-0959 *k5" BUILDING::DEPARTMENT. NOTICE OF UTI=TION,,OF.TRUSS TYPE'CONSTRU -TION` PRE-ENGINEERED WOOD CONSTRUCTION.ANDA1OR TIMBER:CONSTRUCTION Owner: wgw.a� ��✓05 e........... . Location of Property:; Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject propertyy reference above will utilize (check:applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC), ---------------- in the following location{s}(check applicable line):, Floor framing; including.girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature,... . Name(person submitting this,form,): . �dt+ &Iens o Capacity-{check applicable line): Owner Owner representative TrussROIS.docx Pw ctive 1/iOdl5 BOARD MEMBERS" ESO ' Southold Town Hall Leslie Kanes Weisman,•Cliauperson ��r3UliyO 53095 Main Road,e P.O-.-Box 1179 �O �p Southold,NY 11971-0959 Patricia Acampoia , Office Location:- - Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. • �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento �.YCQOO� Southold,NY 11971 ECE RECEIVED hup://southoldtownny.gov RECEIVED HF_ �`� ZONING BOARD OF APPEALSl TOWN OF SOUTHOLD & "V2 8:59-AM NOV 2 4 2020 DEC - 2 2020 Tel.(631).765-1809-Fax(631)765-9064 an �� Southold Town Sou old Town Clerk Board of 7rusiees � GS,DELIBERATIONS AND DETERNIINATI MEETING OV SEPTEMBER 17,2620 ZBA FILE: #7415 NAME OF APPLICANT: Susan Ambrosio(AMENDED on November 19,2020) PROPERTY LOCATION: 1940 Mason Drive,Cutchogue,NY SCTM: 1000-104-7-16.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the propeity under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This_application was refetted as required under the.Suffolk 'County Adminisirative Code Seetioffs-A 14-14 to 23; and the Suffolk County-Department of Planning issued•rts reply dated April 8;=0 stating thatthis"application is considered'a matter for local determination as there`ap�6ats to be no significant county-wide or,inter-cod itunity impact. LWRP DETERMINATION: This application was referred-for review under Chapter-268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Cobrdinator is9ded a recommendation dated August 10, 2020.Based upon the information provided on the LWRP Consistency. Assessment Form.submitted to this department, as well as the records available,,it is recommended that•the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/I)ESCRIPTION: The subject, conforming 62,613 square feet, 1.47 acre (29,943 square feet upland area) irregular-shaped, waterfront parcel located in the R40 Zoning District measures 77.93 feet along a slight curve in Mason Drive then continues 137.94 feet along the same roadway,then runs south 371.71 feet along a residentially developed lot to the east,then follows the waterfront along the tie line at the high water mark 144.46 feet west'and continues along the same waterfront 60.26 feet, 47.66 feet and 86.43 feet, then runs north, along a second residentially developed lot 247.29 feet back to the roadway, The parcel is improved with a two-story, single family residence with covered front porch, a waterside deck,paver walkways and gravel driveway,two 8' by 12' sheds (subject of this application) placed parallel to the western lot line and a fixed dock with ramp to a floating dock as shown on the survey prepared by Nathan Taft Corwin III, Licensed Land Surveyor, and last revised June 14,2020. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15 and the Building Inspector's February 21, 2020, Amended July 22, 2020 Notice of Disapproval based on an application to construct an accessory garage and two accessory sheds; at 1)accessory garage located in other than the code required rear yard; 2) accessory shed located in other than the rear yard; 3) accessory shed located less than the code required front yard setback of 50 feet; located at: 1940 Mason Drive, (Adj. to Broadwaters Cove) Cutchogue, NY. SCTM No. 1000-104-7-16.1. h Page 2,September 17,2020,Annaed November 19,2020 #7415,Ambrosio - SCTM No. 1000-104-7-16.1 RELIEF REQUESTED: The applicant requests variances to place a 25 feet by 26 feet accessory garage structure with a ridge•height of approximately 21 feet and a future interior half-bathroom on the first floor and unfinished Storage space above, partially in the side yard where the code limits such improvements to be placed solely in the rear yard,or in the case of a waterfront parcel,accessory buildings may,be located in the frost yard,provided they meet minimum setback requirements. Furthermore, the applicant proposes, to legalize two existing.sheds, each- measuring 8 feet by 12 feet, in the same side yard as the proposed garage,•wh6re the code ro4wrbs-such structures to be placed in the rear yard. The not fliern shed does not meet the prineiphl required,minimum front yard set-back of 50.feet,the placement is 31 feet from Mason Drive: The southern shed is inti the side-yard; ADDITIONAL INFORMATION: Town of Southold issued Building Permit #43977 to demolish.an existing dwelling and construct a new single-family residence with flood permit per Suffofk County Department of Health ' Services (SCDHS), Board of Trustees and New York State Department of Conservation (NYSDEC) approvals remains open. - On August 17, 2020 (received August 19, 2020)the applicant provided the Board with additional information and photos regarding the placement of the sheds on their property. They cited the Town of Southold Trustees letter dated November 15,2019 and the January 16,2019 Trustees permit#9379 as the reasoning for the relocation of the existing sheds to the proposed non-compliant location as a result of the Trustees requirement to move the house forward 20 feet,finther.away from the wetlands. The ZBA Staff assisted the applicant with researching comparable prior variances in the community,pursuant-to ,the Board's request. One Appeal was'in 1964, #628, for an accessory garage in the front yard. Another, #6957, - _.__granted on Stember 15,2015 for an accessory garage and shed both located in the side•yard, and#365$ granted --in 1987 for an accessory structure in the front yard. During the.public hearing the applicant indicated that while they illustrate on the garage buildingplans a half-bath, they have no immediate plan to install the bathroom. Additionally, the applicant stated-% Ithat-th".orag T aria,-o the garage,accessed by a flight of stairs,will be unconditioned and will remain as unfin s; d�torage wrtl�o en d exposed rafters and no insulation or other improvements. No immediate neighbor or member of the public spoke in favor of or against this application.D E C - 2" 2020 AMENDED DECISION NOVEMBER 19,2020 Sauf cid bwn On November 6,2020, the applicant submitted a letter to the Board of Appeals exp landngrthat d order to obtain a certificate of occupancy for his.newly built home, he applied to the Southold Town Trustees for approval of the location of two as built sheds with non-conforming setbacks from the wetlands on the subject property. No accessory garage was proposed in that application. Pursuant to the Board of Trustee's decision,the ZBA's original decision would need to be amended to allow the two as built sheds to 'remain in their current non-conforming location, and to eliminate the variance relief for the proposed accessory garage. Therefore, on November 19, 2020, the Board of Appeals voted to rescind variance relief for the proposed accessory garage and to remove conditions No. 1,2 &3 of the September 17,2020 decision.(see AMENDED RELIEF AND CONDITIONS). FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 3,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: Page 3,September 17,2020,An.:.....ad November 19,2020 #7415,Ambrosio - _ - SCTM No. 1000-104-7-16.1 1. Town Law &267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Mason Drive and the surrounding neighborhood is predominantly a creekfront community developed in the mid Twentieth Century with modest homes, many of which have been recently renovated to larger dwellings to take advantage of the lot size, views to the waterfront, including the Peconic Bay, or to accommodate modem needs and taste. As a result of the high-water table.and limited basement storage and cl6ge proximity to the water for ease and enjoyment, many area homes have been raised to meet FEMA requirements and have accessory, sheds for additional storage. Garages, both.attached or detached are common to the neighborhood and the Town of Southold ovdrall,and within the immediate vicinity there are several homes with garages or sheds in the front or side yard. While thb applicant proposes to partially -Iocate the garage in a side yard,the structure itself is in keeping with the residential nature of the neighborhood and is a compatible design to the dwelling currently under construction. 2. Town Law 5267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant.to pursue, other than an area variance. As a result of the Town of Southold Trustees permit #9379,relative to the location.of the primary structure,there is no compliant location to place the garage or sheds in the rear of the property. The parcel's building envelop is much wider than deep and almost any accessory structure will require placement either fully or partially in a side yard and will require relief from the code. 3. Town Law 5267-b(3)(b)(3). The variances granted herein are mathematically substantial,representing 1009/6 relief from the Code relative to the placement of the garage partially in a side-yard and 100%relief from the.Code relative to the placement of two sheds in a side-yard. Furthermore, the northern shed is placed 31 feet from the front lot line(where a minimum of 50 feet is required)and seeks 38%relief from the code.However,as a result of the Trustees requirement to place the house in its present location,there is no compliant-spot to accommodate an accessory garage or sheds. 4. Town Law 5267-b(3)(b)(4). No evidence has been submitted to suggest.that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 5267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 5267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a 26 feet by 25 feet accessory garage with storage above placed partially in a side yard and to locate two sheds in a side yard where the northem shed is 31 feet from the front property line while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion Was offered by Member Planamento, seconded by Member Acampora, and duly carried,to GRANT the variances as applied for, and'shown on the survey prepared by Na �ah�1 aE CQ 1I,, L,°ce-sed r=�� Land Surveyor and last revised June 14, 2020 and construction plans prepared y 9�c Oro f`li�ensec�� Professional Engineer,labeled A103 and A104 and dated December 30,2019. DEC - 2 2020 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall remove the northern shed,placed 31 feet from the front prop rty-lin Scut thde�4oadv�r 4n order to obtain a Certificate of Occupancy on the accessory garage,at compl tion. g,,,u o d Tows 2. The garage is to remain unfinished with exposed rafters,unconditioned and without insulation. 4 Page 4,September 17,2020,Airibil uled November 19,2020 w 47415,Ambrosio - SCTM No. 1000-104-7-16.1 3. No additional sheds, other than the existing southern shed, are permitted in a non-conforming location on the subject property .AMEIvDED•RELIEF: .AESOL•UTION OF THE MOARM In considering'all of the.above'fhetdrs'arid.'applyi ng the•balancing telt•;. -- ; tfitder New York Town Law 267-11, motion was offered'liy' 1Vlhinbor W eisirlati (CliairQersotn),s"eco�ided byr 'Mefnber Dantes,and duly carried,to Rescind variance relief for a proposed accessory garage in a gide yird and remove conditions No.1;2&3 of -the September 17,2020 decisionl(see CONDITIONS LISTED ABOVE): SUBJECT TO THE FOLLOWING CONDITIONS WHICH REMAIN INYULLFORCE ANDEFFECT: 1. The applicant shall submit a revised survey depicting the approved locations of the existing sheds. 2. This approval shall not be deemed ef#'ective until the required conditions have been met;and failure to comply therewith will render this approval null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays. and/or apogible denial by the Building Department of a building permit, and may require a new applicgdon and public hearing beforet4he Zoning Board of Appeals. , Any deviation from the variances)granted herein as shown on the architectural drawings, site plan,and(or survey. cited above, such as alterations, extensions, or demolitions, are not authorized under this cr�plicattion when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other th4n such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met,and failure to-comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 250-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one (1)year terms. V e the Board: Ayes- embers Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento(5-0). DE E Leslie Kanes Weisman,Chairperson Approved for filing J//o�}� /2020 DEC - 2 2020 Southofd Town Board of Trusiees 4a • BOARD MEMBERS ' Southold Town Hall Leslie Kanes Weisman,Chairperson ti0��of So UryOlG 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. • �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��.�'�ou ,� --Southold,NY 11971 http://southoldtownny.gov qRD E D1 C E , E ZONING BOARD OF APPEALS U L iD' TOWN OF SOUTHOLD DEC - 2 2020 November 20,2020 Tel.(631)765-1809-Fax(631)765-9064J. Suu Scott Ambrosio Eua,d o`iiutees 1940 Mason Drive Cutchogue,NY 11935 RE: Request for De Minimus Determination Appeal No.7415,Ambrosio, 1940 Mason Drive,Cutchogue SCTM No. 1000-104-7-16.1 Dear Mr.Ambrosio; ' I am in receipt of your correspondence,dated November 6,2020,requesting a de minimus determination to make changes to the approval granted in the above referenced Zoning Board of Appeals decision of September 17, 2020. In your letter,you describe your application to the Southold Board of Trustees to request a wetlands permit to allow for the relocation of two sheds. You explain that the reason you did not-include a request to construct an - - -accessory garage-on.ydur-wttlands application,as_was the case.with your ZBA_application,was to obtaima _ certificate of occupancy for a newly built home. After receiving approval from the Trustees,it is my understanding"that you are now asking that the ZBA amend their decision of September 17,2020 rescinding variance relief for an accessory garage in the side yard and to allow both of the sheds to remain in place. Since your proposed changes require an amendment to the original ZBA decision.I added your request to the Zoning Board of Appeals Special Meeting agenda of IToveihber 19,2020 fo-r a discu"ssi6n and-vote: ne Board subsequently voted to amend the November 6,2020 decision,based upon the information you have provided,and I am enclosing a-copy of same herein. This amended decision petmits your two as built sheds to remain in their current non-conforming location,and rescinds the previous approval to construct an accessory garage located in the side yard. Please be advised that if you decide to request any additional changes to your v4riance relief,you will be required to request in writing that your hearing be reopened. With a reopened hearing,you are obligated to pay an additional fee and to adhere to proper procedures of notification,i.e.,mailing and posting. Contact our office if you have any further questions or concerns. Since'KD Les ie Kanes eisman Chairperson Encl: AMENDED Decision dated November 19,2020 cc: Michael Verity, Chief Building Inspector Board of Town Trustees AS 1 'I�T� SURVEY OF PROPERTY 1� EMEN� 1111�I fOUND SITUATE ppVPIPE EDOEOF 50„ CUTCHOGUE 770 51tA E 0 o" pUND z w TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK fOUNOMON' x•41-r1' � S.C. TAX No. 1000- 104-07- 16. 1 GONG o z SCALE 1 "=40' AUGUST 19, 2009 N, X10? �E WALK JULY 31, 2010 UPDATE SURVEY °� °y �pfE 4 RG" AREA = 62,613 sq. ft. f 4io � �0N �Na (TO TIE LINE) 1.437 ac. p C. FRAME SHED T (� �L ��0 844pccEs ER 10E HOUSE OUT510E FRP 1 CERTIFIED T0: SHOW Of OVER SCOTT AMBROSIO �o RO pX1% S5 STPKE SNEO CONC.Pp1t0 'I B�eN°F w� NOTES: CONSu NT AS De � all, all s• tNC pNeAo/24/08 S� 1. ELEVATIONS ARE REFERENCED TO MEAN LOW WATER ELEV. 0.0 EXISTING ELEVATIONS ARE SHOWN THUS:.L.o oa �Il ' `\` roto EXISTING CONTOUR LINES ARE SHOWN THUS: ------ ----- '11` all, \\ 'kill x o� n all, Y 4 Lit, all, a�l• �\\ Ml, all, I — all, � i Nail, /\\ it II .lit. ' t A�l. �- / k1- 1 9 , \ t N / , eco /X /// . 4- \ 4 1.951 L0 r". l_�� / / r, In \ eOA, •\\r,�9P \\\ \\\ '43, \\x / 0.25 i I \ ,\ - \\ X1.90 x 1.40 -2 2.3 1\ \ AIL 0.3¢ x 1.74 -3.05x \\ \ / I / \ \ \\\ \�0.05 .Q.2,I / / \\ 7.46 \\\ \ \\\ // / / -2 x -2.0� t \ X .41/. \ x—S� - e \x-3.69 \\ ------ -6-- -7``- — \\ \\ �01 x -8,24 `---- ----�\ x-7.18 x I I x 5.40 � I I .BROAD WA T_J_F�S COVE' i 1 0 DOCK 0 n F \' SHORELINE 1 i UNAUTHORIZED ALTERATION ',R ADDITION TO THIS SURVEY IS A VIO�'.:ION OF PREPARED IN ACCORDANCE WITH THE MINIMUM Nathan ^ �1 ■ SECTION 720V OF THE NEW YC•RK.STATE STANDARDS FOR TITLE SURVEYS AS ESTABLISHED i ! �n Corwin ®r�/`� '�� EDUCATION LAW. BY THE L.I.A.L S AND APPROVED AND ADOPTED i� ` \� ®® C i COPIES OF THIS SURVEY MAP NOT BEARING FOR SUCH USE BY THE NEW YORK-STATE..LAND THE LAND SURVEYOR'S INKED SEAL OR THE ASSOCIATION. !` Land S u r v e Y o r EMBOSSED SEAL SHALL NOT BE CONSIDERED F f TO BE A VALID TRUE COPY. Cf 7ATIONS INIIICATED HER70N SHALL RUIN ONL, '• "tE PERSON FO" WHOM THE SUR"Y t IS PREPanLU, AND ON HIS BEHALF TO THS Title Surveys ;uodivisions — S,:e Plons — Construction Layout TITLE COMPANY, GOVLRNMENTAL AGENCY A.Ni' LENDING INSTITUTION LISTED HEREON, AND 1. TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERAL?LE. - ' . z T;EE EXIS�::10E OF RI• ITS OF WAOMEF LOCATED AT NAILING ADDRESS WAY RECORD, IF 1586 Mc;n Road P.O. Box 16 AND/OR FaSEN=N'S ANY, N'•I` �HQ'd N AR.' OT GUAPANJE-G. N:Y.S. Lic. No. 50467 Jnmesport, New ork J47 I'mmesport, New York 11947 -.�r+a��r,rwlnws�L;.'�P, ,�,••+-T"tw: v1�i�■. T1l,�Iw �1�.7YN��i�"q,5:!'Il�F.R:.'!,1:.�,- ,. ' C� SURVEY OF PROPERTY SITUATE O CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK USES°WEWNG S.C. TAX No. 1000- 104-07- 16. 1 PUBLIC WATEF 4. SCALE 1 "=30' 4 AUGUST 19, 2009 • DECEMBER 1, 2014 SHOW PROPOSED LOCATION OF SHED OCTOBER 10, 2018 UPDATE SURVEY IN STREET , :� 4; •�. • ' L NOVEMBER 11, 2018 REVISE SITE PLAN Wp1ER �(� .. d r GUY NOVEMBER 25, 2018 REVISE SITE PLAN PER NYSDEC NOTICE 11/14/2018 PUBLIC 1 a!' a . .. '. LIL WIRE 4. 0� '4� • � , I DECEMBER 14, 2018 REVISE SITE PLAN OWELV�GWp�R X °. a" 9�V�.' 1 CONC• RING USES pia /�� x .: d. MENT ... . . � A N1 3�' - 4.7 0'" GTRIG\e eR TOTAL AREA = 62,613 s q. f t. EDGE OF Pp` pp�IER M ER 1 PIPEVROP.EIE (TO TIE LINE) 1 .437 ac. ` LINE :'. d. . .. a'..• •,. a` 1,5�,� E �. ,4 TREE TR x4.6 EXIST•� ICRLINE x N 77 5 0 mX 4.4 Ln OEBE RELOCptEO UPLAND AREA = 29,943 sq. ft. •• '. a • , TREE CER TIFIED TO: 2 xAS � ,2" •4 x • 1� .�/ wREs/7 TRIP R E 4 TEST HOLE x ; SCOTT AMBROSIO •. a ..' �O�ERNF3� SH4LL L POR T� LIMIT OH I •• � 1 cP 1 TWIN TREE IN H�GLENN S;f '515 HILL i ► 1\p(ER L\NE EXISTING LOT COVERAGE a .; .'. .ac 4.5 ROM UpLq dTRUGI pM q 1.'.�1 "'4" TREE 1 PROP• OVER UPLAND AREA TREG \ I&E AL SHD WI 12"TREERf� �,, I_42GH x4 5 20" SRR ; tin';:?: 2 2° J A EG1�1G\-\Ne DESCRIPTION AREA Y. LOT COVERAGE io Ll`RING,gpO6ROUIpDSGRgp,NG\•'� / P' HOUSE, FRONT PORCH 950 s ft. 3.2% co \ BgNGE / �' �� 1 67 ORpY & OUTSIDE SHOWER q• y� rn n a a x � ,2 �3.9 1'J 1 j/OOBE REM Gl EPN (5�M N o rn -TREE / y } 1�'Oveo REAR PATIO 700 sq. ft. 2.3% Z � �.4 � . • FU�1 T 5 10 0•'316 O 20 PRS' ASE\\ (3) q• SHEDS 250 s ft. 0.8%• �' '�•v7 t � A ii p 4.' •. GEN 5 TRS 1J • �` ' TRE ` So � G�W/ '• t • ��e Ila / t,N1N TR ETO of RE OVYEOHO USEe x CNRES TOTAL 1,900 sq.10113- 1 6.3% OIs 00 B ` PROPOSED LOT COVERAGE I 4 .0 _, 110 \ � ".:✓.::..':. �..::F pyUiDE '...' Z lc OVER UPLAND AREA V� • G,72> NEW LOGATI O ; � _.D 5� `fiw W / EXISTING SEPT 5HE0 p "......•• :.::':::::::'' 1 REP °F Tp gE REMOVED DESCRIPTION AREA Y. LOT COVERAGE ® 4:. ; ME r*/S G EE o� 7 ^ \I E N TE NO' 5 PROPOSED HOUSE 1,138 sq. ft. 3.8% 4-4 Y SNEO CE OF I�h ':: ::::.F lrE 10 5,::::::: U' �W s i :::4 BED�pOM. .... 2Q2 i PROP. (2) PORCHES 404 sq. ft. 1.4% s� 0 cDCPROPOSED PATIO 330 sq. ft. 1.1 4. EXIST. (3) SHEDS 250 sq. ft. 0.8% SHE �y A�2�� hj rso YL \ PpTI� TOTAL 2,122 sq. ft. 7.1% FLAG FLAG 2 FLAG 3 �� FLAG 6 7 l w6RppE A 4 7 JpNOE RACK FLAG 1 6 NDW4RO \\ \a �ykpov 1.0 M N N yEES SUFF01MlT FLAG 4 or _ •• J l 1, ,180 T1DgL ' •. . x ' '. .• FLAG 9 c NMENTAW L SDS ASD UCT11VG, E l/A'_A 111, �nC.ON GCTOg cF0 3.8 'tea FLAG 8 all, cE r k� `►Z".Z ER 3, 2018 CEFLAG 7 O C u+a D T. TO 5�y all, \ \ y Cn. \ \ Jit NOTES: 6 \\ \\ all, 5 613'2 ��• \\ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:xx.x '9" EXISTING CONTOUR LINES ARE SHOWN THUS: -----X ----_ PROPOSED CONTOUR LINES ARE SHOWN THUS: 0 F.FL. - FIRST FLOOR 60• G.FL. - GARAGE FLOOR 4 I \ 11 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL 6) AS SHOWN ON `S0'' �� I L0 N FLOOD INSURANCE RATE MAP No. 36103CO164 H �/i 4,4 ;t \ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 6 \ J 3. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 4 BEDROOM HOUSE IS 440 GPD. \� 0 \\ � USE FUJU CLEAN CEN-5 TREATMENT SYSTEM RATED FOR 450 GPD. 66' \ 4. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. �3' 6 GALLEYS, 2' DEEP (8.5'x4.75') PROPOSED 50% FUTURE EXPANSION GALLEY BROAD WATERS COV E' \ �.__, PROPOSED 8.5' LONG X 4.75' WIDE X 2' DEEP LEACHING GALLEY Ooo PROPOSED I/A OWATS TANK DRAINAGE SYSTEM CALCULATIONS' (FUJI CEN-5) ROOF AREA: 1,860 sq. ft, o TION 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 1,150 sq. ft. X 0.17 = 195.5 cu. ft. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION DI OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 195.5 cu. ft. / 42.2 = 4.6 vertical ft. of 8' dia. leaching pool required x SECTION 7209 OF THE NEW YORK STATE PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS .� � EDUCATION LAW. 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND � COPIES OF THIS SURVEY MAP NOT BEARING REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. PROPOSED 8 DIA. X 2 DEEP DRYWELLS FDR ROOF RUN-OFF ARE SHOWN THUS: THE LAND SURVEYOR'S INKED SEAL OR . ALL PROPERTIES WITHIN 150' OF SUBJECT PROPERTY ARE EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CONNECTED TO PUBLIC WATER. DRIVEWAY AREA: 1,950 sq. ft. CERTIFICATIONS INDICATED HEREON SHALL RUN X ft 1,950 sq. . 0.17 = 331.5 cu. ft. 8. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE ONLY TO THE PERSON FOR WHOM THE SURVEY SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW 331.5 cu. ft. / 42.2 = 7.8 vertical ft. of 8' dia. leaching pool required IS PREPARED, AND ON HIS BEHALF TO THE IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF PROVIDE (4) 8' dia. X 2' high STORM DRAIN POOLS TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: TO THE ASSIGNEES OF THE LENDING INSTI- WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO THE EXISTENCE OF RIGHT OF WAYS TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING AND/OR EASEMENTS OF RECORD, IF PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATIONANY, NOT SHOWN ARE NOT GUARANTEED. AND GROWTH. SECTION A-A FLOATING DOCK PROPOSED GRADING PROFILE PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED A SCALE 1"=30' A BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY TH,_NQV YORK STATE LAND 20:1 SLOPE PROPOSED GRADE 3:1 SLOPE TITLE ASSOCIATION:-- ., EXISTING GRADEPROPERTY LINE PROPOSED FILL FOR THE SEPTIC SYSTEM wd SHALL EE CLEAN SAND TRUCKED IN / S f7 }��`r FROM All UPLAND SOURCE a APPROXMATELY 1,000 cu. yds. OF FILL SH/LL BE NEEDED PROPOSED SEPTIC SYSTEM DETAIL HOUSE (NOT (NOT TO SCALE) ELEV TEST HOLE DATA FINISHED GRADE FINISH GRADE' (TEST HOLE DUG BY 1McDONALD GEOSCIENCE ON DECEMBER 23, 2009) L ELEV. 8.5' ELEV. 7.5' 'y:•z1 �/i^t r,1 " PLASTIC DISTRIBUTION BOX EL 4.4' a,TO GRADE WfiH LOCKING COVER DARK BROWN LOAM OL .,f: �,� TOP EL. 6.5' -1' MIN. t' APPROVED PIPE r�8• --N.Y: Lic. No. 50467 INV. EL. min. PITCH 1/4"/1' INVE LEACHING A IN, 3' CLEAN BROWN SILTY SAND SM 7.7' 1 I/A OWATS TANK SAND 2,4' INV. EL. 7.5' FUJI CLEAN CEN-5 7 ELS' GALLEY GALLEY �? HIGHEST EXPECTED GROUND WATER Nathan T of (TREATMENT SYSTEM INV. EL INVERT a o COLLAR (HIEH TIDE ELEVATION BROADWATERS COVE 2.5 t Corwin I'I ' 7.3' ELEV. 7�' INV. EL. 5.7' ) PALE BROWN FINE SAND SP I ------------------ -------------- =- -_---- 3.4' Land Surveyor --- GROUND WATER PER TESTHOLE BOT. EL. 3.1' HIGHEST EXPECTED GROUND WAFER WATER IN BOT. EL. 4.0' ELEV. 2.0' (HIGH TIDE ELEVATIOV BROADWATERS COVE) PALE BROWN FINE SAND SP I/A OWATS TANK GROUND WATER PER TEST HOLE ELEV. 1.0' TSuccessor To: Stanley J. Isaksen, Jr. L.S. 1. 1 TANK; FUJI CLEAN CEN-5 TREATMENT SYSTEM: 8' x 4' X 5.4' HIGH LEACHING GALLEYS (6) " Joseph A. Ingegno L.S. 1. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. Title Surveys - Subdivisions - Site Plans - Construction Layout 6 GALLEYS; 2' DEEP, (8.5' LONG x 4.75' WIDE) 2. LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE IOR EQUAL) PHONE (631)727-2090 FOX (631)727-1727 LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). OFFICES LOCATED AT MAILING ADDRESS 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINEAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jarnesport, New York 11947 S30{n2�:IS H,LItf�H q0 ��;tS SURVEY OF PROPERTY ® � °� � -A SITUATE CODED WORK NOTES: GENERAL NOTES: SHALL BE PROVIDED TO SCHS C V T CH 0 GUE - PROVIDE CLEAN - OUT @BUILDING SEE 1. PROPOSED OWTS, CEN-5 BY FUJICLEAN (450 GPD - ALL ELEVATIONS ARE IN NAD88 DATUM CLEAN - OUT DETAIL O TOWN OF S 0 UTH 0 LD CAPACITY) - MAINTAIN 10'-0 MINIMUM HORIZONTAL - PROVIDE POLYLOC 12X12 D-BOX DB12 W/ 2. PROPOSED DISTRIBUTION TRENCH ( 2 @ 32' LF) SEPARATION BETWEEN WATER AND RISER PDB-12R AND 3050-4 ROTO -FLOW @ ,4 SUFFOLK COUNTY, NEW YORK 3. PROPOSED 50% EXPANSION TRENCH (32' LF) SANITARY UTILITY LINES EACH OUTLET S.C. TAX No. 1000- 104-07- 16. 1 4. EXISTING SANITARY SYSTEM TO BE ABANDONED AND - NO DRINKING WATER WELLS ARE WITHIN „, wA�R REMOVED PER SCDHS-WWM SPECIFICATIONS 150'-0 OF PROPOSED SANITARY SYSTEM ��pia SCALE 1 ”=30' 5. SEWER CLEAN-OUT ON INLET SIDE OF TREATMENT - FOUR(4) BEDROOMS TOTAL PROPOSED - DISTRIBUTION BOX OUTLET PIPES WILL AUGUST 19, 2009 SYSTEM, SEE CLEAN-OUT DETAIL - THE DESIGN ENGINEER SHALL OBSERVE HAVE END CAP LEVELING DEVICES DECEMBER OCTOBER 10 2014 �20180POSED UPDATE SURVEN OF SHED THE OWTS PRIOR TO BACKFILL AND AN INSTALLED 6. FUJI CLEAN AND HYAIR CONTROL PANEL/ BLOWER NOVEMBER 11, 2018 REVISE SITE PIAN PROVIDE SAFETY SCREEN BY POLYLOC NOVEMBER 25, 2018 REVISE SITE PLAN PER NYSDEC NOTICE 11/14/2018 LOCATION FOR OWTS, APPROX, VERIFY WITH OWNER EXECUTED OPERATION AND MAINTENANCE @ •. •;.: �• �_ DECEMBER 14, 2016 REVISE SITE PLAN PRIOR TO INSTALLATION. CONTROL PANEL TO BE CONTRACT BETWEEN THE MAINTENANCE ALL TANK MANHOLE eU WA1��" j ": a V ,SIRE TOTAL AREA = 62,613 sq. 1t. INSTALLED IN VIEW OF OWTS PROVIDER AND THE PROPERTY OWNER (TO TIE LINE) 1.437 ac. _ 37.9 7. ELECTRICAL FEEDER AND CONTROL LINES TO OWTS WP M As p . .:: : .. . �e •,•.- . : °� pAv�E�. --- •• Pp�ER AFRO w� � piP�•�cjR�cµ��NE UPLAND AREA = 29,943 sq. ft. ES Wp�RUNE CONTROL PANEL AND AIR BLOWER 7751,50 ,4 TOEL�G� ocA8. EXISTING WATER LINE TO BE RELOCATED 9. EXISTING ELECTRICAL LINE TO BE RELOCATED 10.NEW LOCATION OF WATER AND ELECTRICAL LINESCO�, 2- , • w " ` DRAWING INDEX: C1 12 �' 93 Ho o Sa+" 11. NEW GRADE TO BE 5% SLOPE MAX. WITHIN 20' OF . . . 11 • CID PROPOSED SANITARY SYSTEM PG. Cl SITE PLAN, INSET, CODED NOTES AND MALL BEOR INE$Epn�/T OF Ou I 1 �tNE CJ` ', TWIN TREE /N GRAN SAND $� r+ (� �= 12.VENTING WILL OCCUR VIA HOUSE SEWER LINE THRU a• •r.: ..- tam PROPOSEDFROAf AN12p �S R • ` O pA WA UNE 0 C1n C7 HOUSE VENT 20 c�`c o g " GENERAL NOTES ► °'' - �"�' ��ALWVG NYRE BA -4Y PROP 13.EXISTING DRY WELL PG. 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Z mss, \ A 10 MIN �flJ,,:!I , . .,°,.. _ I I... 7, ,,,t.. �, ; a�� i�b�f � r :.:�� , 60, �t 0 �b, aC s �� Irew CF w S In r. ,, "� 0 � � �F � 0 i�OR�I��,L �s i�,��Q4rA�. ry 4NF O I 0 27 I 0 N \ +' 10' MIN �6IND 4 . �� 1 � , I z 3 � ,o ,— O •st6,, I fiin / ILS CSc ly TERS COVE PORC `- - `—`L BROAD WA � ❑ 3 +4.`,I;;->{;Llr CC!"s." �Tl'�3;P.;;�':�":.'-�T O^; ';1Li II �E':�'l..�i.0a SITE PLAN 7 I a // 6-G ii: �3 Fon niaaE air C0'N'l,T"R "" N � 1:30 SCALE � � - -� . ;_ �. _�.,,!��.�:� , Fo��► Cy) F6 SITE PLAN INSET\ DATE 1:10 SCALE App I;ovn Q1� 2 FOR MAXVIUM LSF�ErorzC.0m EXPIRES THREE ti EAP FROP.7 Df.TE OFAPPROVAL SECTION A - A PROPOSED GRADING PROFILE REV. DATE REVISIONS SCALE1 "= 10' FLGAnNG DOCK 0 AA N 00 PROPOSED GRADE 3: 1 SLOPE �,��FtEogRc 20: 1 SLOPE —8' 7, PROPOSED I/A OWTS PLANS EXISTING GRADE � - ' 1940 MASON DRIVE PROPERTY 0 P E RTY LINE � CUTCHOGUE.NY 11935 PROPOSED FILL FOR THE SEPTIC SYSTEM F y�45� ,�o�' SHALL BE CLEAN SAND TRUCKED IN °FNE� _Ik h,114211 • , 1 FROM AN UPLAND SOURCE SITE PLAN/ DETAILS/ NOTES �` DRAWN BY: ES/SC SHEET APPROXIMATELY 1 ,000 cu. yds. OF : • SHE FILL SHALL BE NEEDED CHECKED BY. SN SCALE: AS NOTED C- 1 t.' ::.xii4dst. l.sF.FLIf ISSUED DATE: //2018 SCUM BAFFLE 2-1/2" VENTILATION PIPE 7'-10 B__1 RECIRCULATION 2-10,000#RATED NYLON STRAPS W/SSTLRINGS,8-X12"X11*0 BUOYANCY CALCULATIONS: AIR LIFT PUMP TETHERED EACH END TO 4(TOTAL)-$/4"SSTL CABLE AND CLEVICES. TOPSOIL CENTER STRAPS BETWEEN TANK LID SSTL EYEHOOKS WA 1 TOTAL MASS OF TANK= 180 KG CLEAN BACKFILL 4" INLET PIPE DISINFECTION FINISHED GRADE.EL.12 WATER VOLUME = 2.2M3 X 1.5=3.3M3 MULTIPLE TRENCH CROSS SECTION FABRIC COVER - p CYLINDER (OPTIONAL) NTS PERFORATED PVC PIPE I I I I I 3.3M3 X 1000 KG/M3 X 9.81 NEWTON / KG= 32,373 A A 4" OUTLET PIPE •MIN TYP NEWTON FORCE OF BUOYANCY CLAMP 180KG X 9.81 N/SEC2=1,765.8 NEWTON CUSPATED MESH CORE ------ __� VEGETATIVE COVER GRADED FOR PROPER DRAINAGE -_a=-= - 32,373 -1765.8=30,607.2 /9.81= FABRIC 8 SOLID CORE Li"MIN. II 1. II I. II li , it I z _ _ INTERNAL BANDING -_�-_--_-�=-- i-==yt ===yt-=� 3120 KG MIN. MASS REQUIRED OF CONCRETE RING � ^ � I I NATIVE SOIL © p EFFLUENT AIR LIFT LEVEL BOTTOM © I I I REINFORCED PC PUMP BALLAST RING PROVIDED 7 260 KG Z == ASTM C33 SAND :: FUJI CEN 101A TREATMENT TANK W/BALLAST UNDISTURBED SOIL :::'::: INLET BAFFLE B-j1/2" AIR INTAKE CONTAINMENT FLANGE MIDWAY WAN BALLAST RING SECTION A Z [MIN 3' ELJEN B43 MODULE MIN RECIRCULATION PIPE =. N BALLAST w g FLOW OPENING (TYP.) PLAN VIEW J r FLOW BAFFLE 'MIN.TY Q N (CLEANING OPENING) - --------------N _- =' GROUNDWATER 11 24" MANHOLE (TYP) , -- Ni- ---- �{_____=it i! -_ I LAST EL 5 4 _ytyt___ _yBOTTOM 2014 NEW YORK GSF DESIGN & INSTALLATION MANUAL PAGE 37 ELJEN.COM 18" MANHOLE (TYP) DISINFECTION CYLINDER I I I W3.FULL "G5�#4��°°AL (OPTIONAL) #4REBARVETICAL�18"o.c.j 12.29.17 SCDHS SINGLE-FAMILY SEWAGE DISPOSAL DESIGN PAGE 72 BOTTOM OF TANK El_3.1 AREA SUBJECT HIGH OBSERVED TO BUOYANCY APPLICABLE GEOTEXTILE SAND FILTER (GSF) TRENCH SPECIFICATIONS: GW ELEV.2.0 1/Z"MIN.COMPACTED C RUSHED STONE,LEVEL SECTION B TO WITHIN ye• 6•MIN. ELOWBASE OF TANK THEN COMPACTED IN tiLIFTS TO EL.5.4 1. GSF MODULES TO BE ELJEN GEOTEXTILE SAND FILTERS (TYPE B) OR © Q EQUIVALENT PRODUCT HAVING A 6.0 F2/F LEACHING SURFACE AREA RATING COMPLYING WITH 10 NYCRR APPENDIX 75-A.8(C)(3)(iii). I I 0 � I 4'-4 �• ® 4'-2 9. 2. INSTALLATION TO BE IN ACCORDANCE WITH NY STATE RESIDENTIAL ONSITE -------- -------- WASTEWATER TREATMENT SYSTEMS DESIGN MANUAL- REFERENCE TABLE 6D, p J ) SCDHS STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE B b I - - _� - - I B NDISTURBED SOIL DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES (12.29.17)-TABLE 11, 3 FULL RINGS#4REBARHORIZONT AND ALL MANUFACTURER'S RECOMMENDATIONS. I #4 REBAR VERTICAL 118"0 OVERLAP AT CORNER @ 18"O.C. SECTION A-A VIEW 3. ALL SAND SURROUNDING THE MODULES FROM TOP TO BOTTOM + 6"BELOW I I I _ _ I AND FILLING THE SPACES BETWEEN MODULE ROWS AND THE PERIMETER OF 24" MANHOLE 000 PSI CONCRETE THE TRENCH SHALL BE ASTM-C33 WASHED CONCRETE SAND WITH LESS THAN CONCENTRICWITHM 10% PASSING A #100 SIEVE, AND LESS THAN 5% PASSING A #200 SIEVE. FLOW OPENING LIFT STATION Q FUJI TREATMENT TANK W/BALLAST ONTAINMENT FLANGE MIDWAY WAN BALLAST RING BOARD TYPE PLAN X) CONTACT MEDIA o BALLAST COLLAR 5'-5• RECIRCULATION ASSEMBLY & TIE-DOWN STRAPS VISUAL BEACON SYSTEM CONTROLLER/ALARM ® CONNECT TO BUILDING -IN NEAM 4X ENCLOSURE AEROBIC MEDIASEWER PVC D3034 SDR 35 I I =~ HARDWIRE CONTROLLER FROM FUJIMAC 80R AIR BLOWER DEDICATED 20 AMP BREAKER IN AERATION ASSEMBLY HOUSE MAIN PANEL.HARDWIRE COMPRESSED AIR LINE TO OWTS := BLOWER FROM 120V 15 AMP SECTION B-B VIEW PVC WYE W/THREADED BREAKER IN CONTROLLER TO OWTS CAP CI TO PVC HOUSE ( I CAST IRON PIPE INSULATED BLOWER CHAMBER Volume (gal) SPECIFICATIONS ADAPTOR GRADE ENCLOSURE ON PAD Q Sedimentation Chamber 198 Anaerobic Media PP/PE Filling Rate '�%= CAST IN PLACE FOR LOCATION SEE Q2 Anaerobic Filtration Chamber 198 Board Type Aerobic Media PVC/PP/PE Filling Rate CONCRETE FOOTING CONTROL PANEL & BLOWER DETAIL NOTE"7"ON PLOT PLAN p Aerobic Contact Filtration Chamber 95 Aerobic Media PP/PE Filling Rate NTS OR LAYOUT Q Storage Chamber 44 Blower 2.8 cfm CLEAN-OUT DETAIL NTS Q Disinfection Chamber 4 Tank FRP Total Volume 540 Piping PVC/PP/PE Access Covers Plastic/Cast Iron Disinfectant (Optional) Chlorine Tablets TEST HOLE DATA INDOORS I OUTDOORS CONTROL PANEL IN (TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 23, 2009) PROVIDE TWO HOUSE I NEMA 4X ENCLOSURE OWTS CONTROL PANEL 20A, 1-POLE POWER 1 GROUND EL. 4.4' O' CI OUSE POWER PANEL I 1 2#12,#12G IN N 1741 r-2 71 n7 1151 s Ld DARK BROWN LOAM OL PANEL I SCHEDULE 80 N F1 PVC CONDUIT CONNECTION 24" 0 COMPONENTS THIS ACCESS ONLY 1 20A I 1#72 #12G p 20" 0 HDPE SECURE PO HEAVY Y OC ELEV. 38.5 PROPOSED SEPTIC SYSTEM DETAIL R BY BROWN SILTY SAND SM 2oA I 2#18 1#12, 2#12 z 20" SAFT`( SCREEN BY POLYLOC TYP. 2'O 2.4' #12G #12G Q (TYP.) (NOT TO SCALE) HIGHEST EXPECTED GROUND WATER 2.5' W F. F. HOUSE (HIGH TIDE ELEVATION BROADWATERS COVE) PALE BROWN FINE SAND SP UPLEX RECEPTACLEIR Q ELEV. 10.5' 12X12 POLYLOK D- BOX FINISH GRADE g FINISHED GRADE W/ PDB-12 RISER AND WEATHERPROOF "�' coMPR O ELEV. 8.5' ROTO-FLOW 3050-4 ELEV. 8.0 EL. 1.0' ENCLOSURE LEVELERS GROUND WATER PER 3.4 FINISHED � TESTHOLE •� 1 ' MIN. WATER IN NOTES: INV. EL. PALE BROWN FINE SAND SP 1.PROTECT ALL ABOVE GRADE,AND min. PITCH 1/4"/1 BELOW GRADE,WIRING WITH PVC - - - - - CONDUIT, N T M - SCH N ONSITE I A OWATS TANK - - - .80 MI WASTEWATER- INV. 7.7 , J P TREATMENT INV. EL. 7.5 1 SYSTEM ALARM PUMP FUJI CLEAN CEN-5 INVERT•-- • _ TREATMENT SYSTEM INV. EL; ELEV. 7.1' BOT. EL. '5.92' 41 swiTCH EFFLUENT SWITCH 7.3 IR INVERT z'`' SINGLE LINE DIAGRAM E LEV. 7.2' NTS 00 REV. DATE REVISIONS BOT. EL. 3.1' HIGHEST EXPECTED GROUND WATER N ELEV. 2.0' (HIGH TIDE ELEVATION BROADWATERS COVE) GROUND WATER PER TEST HOLE � ELEV. 1.0' \ IEREp 7'-10 3/4" ��\ �To°°�9cy PROPOSED I/A OWTS PLANS DRAIN FIELD CALCULATIONS per TABLE 11 : * -� 1940 MASON DRIVE PERCOLATION RATE 1-5 MIN/INCH FOR 4-BEDROOMS 61 LF * OR Is.Is CUTCHOGUE.NY 11935 PERCOLATION TEST ON OCT. 5,2018 RESULT IN WORST O� 57 �OQ� , �1: ff I, PERCOLATION OF 0:1:45/INCH NEW � v • Ff �.� SITE PLAN/ DETAILS/ NOTES )a° M . .�.. DRAWN BY: ESI SC SHEET CHECKED BY: SN NO.: r I g it t SCALE: AS NOTED C-2 ISSUED DATE: 112018 ' AMBROSIO SITE PLAN PCZ SIT UA TE ' CUTCHOGUE TOWN OF S 0 U T H OL DGENERAL NOTES: SHALL BE PROVIDED TO SCHS CODED WORK NOTES: - PROVIDE CLEAN - OUT @ BUILDING SEE ,-� SUFFOLK COUNTY, NEW YORK 1. PROPOSED OWTS, CEN-5 BY FUJICLEAN (450 GPD - ALL ELEVATIONS ARE IN NAD88 DATUM CLEAN - OUT DETAIL S.C. TAX NO. 1000- 104-07- 16. 1 CAPACITY) - MAINTAIN 10'-0 MINIMUM HORIZONTAL - PROVIDE POLYLOC 12X12 D-BOX DB12 W/ AdDrE� WAS 2. PROPOSED DISTRIBUTION TRENCH 2 @ ,32' LF SEPARATION BETWEEN WATER AND SER r� vSES P00 SCALE 1 =30 3. PROPOSED 50% EXPANSION TRENCH (32' LF SANITARY UTILITY LINES RIPDB-12R AND 3050-4 ROTO -FLOW @ APRIL 1 1 , 2019 ) - NO DRINKING EACH OUTLET DECEMBER 1, 2014 SHOW PROPOSED LOCATION OF SHED 4. EXISTING SANITARY SYSTEM TO BE ABANDONED AND G WATER WELLS ARE WITHIN x NOOCTOBER VEMBER 10 2018 REVISE SU P N REMOVED PER SCDHS-WWM SPECIFICATIONS - 150'-0 OF PROPOSED SANITARY SYSTEM - NOVEMBER 25, 2018 REVISE SITE PLAN PER NYSDEC NOTICE 11/14/2018 5. SEWER CLEAN-OUT ON INLET SIDE OF TREATMENT FOUR(4) BEDROOMS TOTAL PROPOSED DISTRIBUTION BOX OUTLET PIPES WILL DECEMBER 14, 2018 REVISE SITE PLAN THE DESIGN ENGINEER SHALL OBSERVE HAVE END CAP LEVELING DEVICES 4N SIR g4 cuY JANUARY 30, 2019 REVISE PER ARCHITECTS PLAN SYSTEM, SEE CLEAN-OUT DETAIL Q� u� w+s APRIL 11, 2019 REVISE PER NYSDEC NO'ICE INSTALLED PLe"6,� L®' �,ig PaMENt RANG JULY 25 2019 REVISED SITE PLAN 6. FUJI CLEAN AND HYAIR CONTROL PANEL/ BLOWER THE OWTS PRIOR TO BACKFILL AND AN e CGwPt4g ��+ L� x �pG of C--CSN°' SEPTEMBER '20, 2019 REVISED SITE PLAN PROVIDE SAFETY SCREEN BY POLYLOC r� x „ E wP R�Q � P`p�n� ooc' to 8� REt� SEPTEMBER 25, 2019 ADD PROP. STEPS S.W. HOUSE COR. LOCATION FOR OWTS, APPROX, VERIFY WITH OWNER EXECUTED OPERATION AND MAINTENANCE @ lv \0-15 ,w -f�Cj�'SO AR p pN - e� - - rte' ' �, •wA �NE'1a aE ,oN PRIOR TO INSTALLATION. CONTROL PANEL TO BE CONTRACT BETWEEN THE MAINTENANCE ALL TANK MANHOLE N ! ppm - T �" ,,. �- . x ,sc• ypNlsp �lelpf �` R TOTAL AREA = 62,613 s ft. i '°` �• INSTALLED IN VIEW OF OWTS PROVIDER AND THE PROPERTY OWNER Ax, " P-vv x r l } rS,Er -�- � EA uE � (TO TIE LINE) 1.437 QC. �3o , o ` plat " 7. ELECTRICAL FEEDER AND CONTROL LINES TO OWTS mCE_ ,�, W3Mo ��x UPLAND AREA = 29,943 sq. ft. CONTROL PANEL AND AIR BLOWER 9 . 13 `TE7 Hol �ro �- � �r �t O t2x1 ,2R1 ,_4+ 8. EXISTING WATER LINE TO BE RELOCATED -, ; '4�� .--� �o , ?P``'� 5r5 '` 9. EXISTING ELECTRICAL LINE TO BE RELOCATED fir--• pNERN TWIN TREE, 4.$ ! ..- 81-a' � r„�,..i- ;� `.�'� — 10.NEW LOCATION OF WATER AND ELECTRICAL LINESCO DRAWING INDEX: ♦ \N 4• ° -S !;1 � '/' AJ 11 G WpS�R pp 0 Qac 5� R '; _ �"c-Tr 'y�-a ,o < a R �, � 11. NEW GRADE TO BE 5/o SLOPE MAX. WITHIN 20 OF EA ,,.:7 F �6,��,s� y' + ,, v PR PG. ClSITE PLA INSET, f� a PROPOSED SANITARY SYSTEM N, CODED NOTES AND �- a, . ..,;�;�';•; ,4 J ;s,Rrt k lo �', ',L7 PY ! .PF el �,.�, �� x-� f � . oR+ " 12.VENTING WILL OCCUR VIA HOUSE SEWER LINE THRU '�w ..• LTE~$ Bea �• ,� 2 yY/� �j� \ �u� ter. ;- " , �,! �r _ _ o °�RE,nWE4 GENERAL NOTES. Z .. .. .x�a$ :-tom _1.!- f- .:--i ,�z%'i _ °R` ,aNlsy HOUSE VENT -��.10' " " = ti • ♦ T'� �5t . 9=►"''"\--'� %i! 121 13.EXISTING DRY WELL PG. C2 SYSTEM SECTION, BUOYANCY N a : "� • % Z ► ! l'� -12 2 5� °p1 14.AREA OF SOIL REPLACEMENT W/ASTM-CC33 WASHED o � ♦ - X .° I --*-- ; �•. \j 5' CALCULATIONS, EQUIPMENT DETAILS - a, CONCRETE SAND TO ELEV. 2.0 OAli "r IC t,.r� ♦ • Z CP 12"i • ,3• D ♦ r 'fr �Ot.-Orr ,. 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Sr '••aS r �•- 4 I r✓ t'l p� I ��L 1 M;Tr'�9p•':% T�'l i�'.'i..`L�.!t r�4fiJ 1 ........,......»._. C�1 !•9n iT .. .,-,�. . 4 CG'i2 `j�';�.`�j � G..vI.S 1 .,.r- T1'.`,ij (.1:1 i}” .,+t'•r .. r �, � o� 4. 4 4. 5 I -r32 ' L\ ILI ® .\ I Y � ! _._..-...,...._._._.........____ � .� � � • "..�...v^.._...''s ^w,.t r•6''-tr l-' •L,9• .(T - ' ^'y(5.`r ....d=5��. ..61 , t.1 'I'T I y .,._...... .. .,.-,Eh •'a may. ._... ._ n. .,. ,., ? N \11, I Q 20 I ri LO 0 I S 6� i�AI/ �_ �A\.AL K . 0 AL 7 +�4l N 60. d' (D � .1 1. OVS I DE w 66 431 Q R o BROAD WA T_ERS CO VE r II 0 I I Cn U ® J I :E SITE PLAN O 1:30 SCALE 10 / SITE PLAN INSET 1:10 SCALE SECTION A — A FLQAnNG DOCK PROPOSED GRADING PROFILE_ REV. DATE REVISIONS M. SCALE 1 "= 10' 1 7l16119 SOIL REPLACEMENT 2 10123119 NEW LOCATION OF SYSTEM 0 1 J�_0IDE-. l,l----- PR'0i-'0 SED GRADE � 7: I SI_C�P 2- Ati� o RC -- \�� ,_..._..ter.... •r v r,-,. ., ..--+-__'.i•.-.,:ii-I-,a..._l...r..I-_:v.:1-_,.,.:. -vI-...a....:v...y_..r.p_,,_v_.v_,__._•,.E..i-l_.._L-...e..,:..-_E.:__..._.__.,-.i_._._...1.-,,-:1_.1_,_•r...,. l'-_a_a..it...f___i,.l_.a..__..I.....i_-t_1_._J..__,_—i9.S-ll_-s_.__--r-,r.L-l'Ta-_.1,__-E._ll..,.-�.i.;. , . - ' T�$i-}ii�lE 1 r UiQ Sr � . 000SE OWTS LA 1 __ _ \I_a EXST �. GRADE \ � r . t T r * + 1940 MASON DRIVE R 0 F to I 1 T L( 1\;FF / CUTCHOGUE. NY 11935 r`? (�r-�c^'- ,, '-ILL FO ;-1 r 1 r- r-' t--`ti r-� t^�,'r� t- � N �C Pr�0: O:.,�w_D '- I �_ r- O TH-; E 'EPTI\ ` t ST'-t\.I G� � A!- I ("'LEAN i ('� E ' l 3645 Hl A1__�_ E�1..... ("'LEA 1 ��t=,��lD 1 r ti�.JGKED Ifs F NE`s - (} ,, T UPLAND SITE PLAN/ DETAILS/ NOTES t .� ' DRAVIN BY: �``;.PPRv��,Ii'.",�`��W- E�.Y ? ,000 cu. yd-s. OF �� : .� E5,SC SHEET I C !. I !�, I \NEEDED I (�(-D(�(� P CHECKED BY: SN 96 3 jt ,. ASNOTEO 004 ��' Gvor fi, SCALE: .sn I "�04i ED DATE: 104/19ISSU SCUM BAFFLE 2-1/2" VENTILATION PIPE 7'-10 " » RECIRCULATION 2-10,00011 RATED NYLON STRAPS W1 SSTL RINGS,8"X 12"X 1 1*0 BUOYANCY CALCULATIONS: TETHERED EACH END TO 4(TOTAL)-3/4"SSTL CABLE AND CLEVICES. r —TOPSOIL AIR LIFT PUMP CENTER STRAPS BETWEEN TANK LID SSTLEYEHOOKSVIA 1 TOTAL MASS OF TANK = 180 KG CLEAN BACKFILL 4" INLET PIPE DISINFECTION FINISHED GRADE.EL.12 WATER VOLUME = 2.2M3 X 1.5=3.3M3 MULTIPLE TRENCH CROSS SECTION TYP. FABRIC COVER a CYLINDER (OPTIONAL) 3.3M3 X 1000 KG/M3 X 9.81 NEWTON / KG= 32,373 NTS ; - PERFORATED PVC PIPE A A 4" OUTLET PIPE "MIN.TYP. NEWTON FORCE OF BUOYANCY /' ter' CLAMP 180KG X 9.81 N/SEC 1,765.8 NEWTON CUSPATED MESH CORE VEGETATIVE E TA_T_I_VE COVER GRADED FOR PROPER DRAINAGE 4 fl32,373 -1765 8-30,607 2 /9.81_ _ .------- -f- � _ FABRIC BSOLID CORE;6"MIN.r(R . a INTERNAL BANDING � 7ksastaaa se�iaesasa�sssas�txsasesyts ssyts--•+ I �`�. ", © - NATIVE -LEVEL BOTTOM 3120 KG MIN. MASS REQUIRED OF CONCRETE RING =T) - vE solL �EFFLUENT AIR LIFTr© �.�� REINFORCED PC PUMP BALtASTRING - ------ - : ------ --------- PROVIDED 7,260 KG _ ASTM C33 SAND FUJI CEN10 tATREATMENT TANK W/BALLAST UNDISTURBEDSOIL INLET BAFFLE $-� 1/2" AIR INTAKE CONTAINMENT FLANGE MIDWAY WAN BALLAST RING SECTION A 3' ELJEN 843 MODULE RECIRCULATION PIPE - REINFORC Z BALLAST FLOW OPENING (TYP.) _ PLAN VIEW FLOW BAFFLE - "MIN.TYP, C GROUNDWATER (CLEANING OPENING) - ---- ------ __ ___ _- ,I ^ I ii M ii p II t [ 1 I I 24" MANHOLE TYP ! "_- tt -a_-t.,-== I ,' a ( ) " __=- cOrapl� II ' I ' ' _ BOTTOM dFBALLAST EL.5.4 2014 NEW YORK GSF DESIGN & INSTALLATION MANUAL PAGE 37 ELJEN.COM 1i3" MANHOLE (TYP) -� DISINFECTION CYLINDER 3FULL RINGS#4 REBARHORIZONTAL= (OPTIONAL) �, #4RE8ARVERTICAL@18"O.C./ 1 12.29.17 SCDHS SINGLE-FAMILY SEWAGE DISPOSAL DESIGN PAGE 72 BOTTOM OF TANK EL.3.1 11' AREA SUBJECT APPLICABLE GEOTEXTILE SAND FILTER (GSF) TRENCH SPECIFICATIONS: HIGH OBSERVED TO BUOYANCY GW ELEV.2.0 1/2"MIN.COMPACTED CRUSHED STONE,LEVEL SECTION B TO WITHIN 18^ 6"MtN.BELOW BASE OF TANK. THENCOMPACTEDIN6"LIFTS TO EL.5.4 1. GSF MODULES TO BE ELJEN GEOTEXTILE SAND FILTERS (TYPE B) OR p Q) EQUIVALENT PRODUCT HAVING A 6.0 F2/F LEACHING SURFACE AREA RATING 2" {{ COMPLYING WITH 10 NYCRR APPENDIX 75-A.8(C)(3)(iii). Q © 2. INSTALLATION TO BE IN ACCORDANCE WITH NY STATE RESIDENTIAL ONSITE 4'-4 3" 4'-2 ' -- -- ----- ---- - - -- WASTEWATER TREATMENT SYSTEMS DESIGN MANUAL- REFERENCE TABLE 6D, ( j SCDHS STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE B b ► — — �— — I B NDISTURBED SOIL DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES (12.29.17)-TABLE 11 , 3FU RINGS#4REBARHORIZONTA AND ALL MANUFACTURER'S RECOMMENDATIONS. I #4 REBAR VERTICAL 118"0 OVERLAP AT CORNER a 18.O.C. j SECTION A-A VIEW t i 3. ALL SAND SURROUNDING THE MODULES FROM TOP TO BOTTOM + 6"BELOW ---- --- ---- ------ JA —— ——— —i y— ——— — POURt4 CU.YDS, AND FILLING THE SPACES BETWEEN MODULE ROWS AND THE PERIMETER OF 24" MANHOLE 300"PSI CONCRETE THE TRENCH SHALL BE ASTM-C33 WASHED CONCRETE SAND WITH LESS THAN i .* CONCENTRIC WIT— O EARTHEN H M 10% PASSING A #100 SIEVE, AND LESS THAN 5% PASSING A #200 SIEVE. FLOW OPENING LIFT STATION Q \ FUJI TREATMENT TANK Wl BALLAST \__CONTAINMENT FLANGE MIDWAY WAN BALLAST RING BOARD TYPE PLAN { CONTACT MEDIA BALLAST COLLAR 5'-5' RECIRCULATION & TIE-DOWN STRAPS ASSEMBLY VISUAL BEACON - SYSTEM CONTROLLER/ALARM ® CONNECT TO BUILDING r---IN NEAM 4X ENCLOSURE SEWER AEROBIC MEDIA j PVC D3034 SDR 35 I HARDWIRE CONTROLLER FROM FUJIMAC 80R AIR BLOWER AERATION DEDICATED 20 AMP BREAKER IN HOUSE MAIN PANEL.HARDWIRE ASSEMBLY TO oWTS I PVC WYE W/THREADED BLOWER FROM 120V 15 AMP - -` > COMPRESSED AIR LINE SECTION B-B VIEW = ,� OWTS BREAKER IN CONTROLLER CAP CI TO PVC HOUSE INSULATED BLOWER _ CHAMBER Volume (gal) SPECIFICATIONS ADAPTOR - CAST IRON PIPE-GRADE U ENCLOSURE ON PAD O FOR LOCATION SEE 1 Sedimentation Chamber 198 Anaerobic Media PP /PE Filling Rate =,- CAST IN PLACE NOTE 7"ON PLOT PLAN Q Anaerobic Filtration Chamber 198 Board Type Aerobic Media PVC /PP /PE Filling Rate CONCRETE FOOTING CONTROL PANEL & BLOWER DETAIL OR LAYOUT Q3 I Aerobic Contact Filtration Chamber 95 Aerobic Media PP/PE Filling Rate CLEAN-OUT DETAIL NTS U Storage Chamber 44 Blower 2.8 cfm NTS Q Disinfection Chamber 4 Tank FRP Total Volume 540 Piping PVC/PP / PE Access Covers Plastic/Cast Iron Disinfectant (Optional) Chlorine Tablets TE'S'T HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 23, 2009) INDOORS I OUTDOORS EL. 4.4' > I CONTROL PANEL IN 0 PROVIDE TWO HOUSE I NEMA 4X ENCLOSURE OWTS CONTROL PANEL DARK BROWN LOAM OL 20A, 1-POLE POWER } GROUND 1> CIRCUIT BREAKER PANEL I IN NOEL SE POWER I 2#12,#12G IN N M7 LG G SCHEDULE 80 W PVC CONDUIT CONNECTION > BROWN SILTY SAND SM I #,a 1 . . 1 24 0 COMPONENTS THIS ACCESS ONLY ry EL20 2.42oA I #lac p 20" 0 HDPE SECURE HEAVY COVER BY HIGHEST EXPECTED GROUND WATER ' POLYLOC ELEV. 38.5 PROPOSED SEPTIC SYSTEM D E TA�I L (HIGH TIDE ELEVATION BROADWATERS COVE) PALEBROWNFINE SAND SP aon I 2#18 412, #izc 20 #122,SAFTY SCREEN BY POLYLOC (TYP.) I 0 F. F. HOUSE (NOT TO SCALE) GO ELEV'. 10.5 12X12 POLYLOK D- BOX FINISH GRADE EL. 1.0' 3 4' IDUPLEX REt EPTACLE I NSTgLLED I WP AIR - FINISHED GRADE W/ PDB-12 RISER ANDGROUND WATER PER WEATHERPROOF COMPR. ELEV. 7.5 +/— TESTHOLE ENCLOSURE ` J CD -` LEVELERS �_ ELEV. 8 ROTO-FLOW 3050-4 ... 3' _-. WATER IN I � FINISHED PALE BROWN FINE SAND SP NOTES: INV. EL. �. —�'"*---" —ELEV. 6.5' 1. PROTECT ALL ABOVE NG GRADE,AND PVC rnin. ITCH 1/4 /l /-�� .�,�_.----ELEV.5.9 1 1 BELOW GRADE, 7.7' I/A OWATS TANK CONDUIT,SCH.80,MIN. ONSITE WASTEWATER- INV. ASTEWATER INV. EL_ 7.0' �i TREATMENT SYSTEM ALARM PUMP Fv1 . ENnFLOAT FLOAT TREATMENT SYSTEM INV. 6.8' INVERT ELEV. 6_6' , r. SWITCH EFFLUENT SWITCH I NVEK I z - EXISTING GRADE APROX. 4.4 ELEV. SINGLE LINE DIAGRAM ELEV. 6.7' \\-ELEV. 2.9' NTS OVER EXCAVATE 3' AROUND ELJEN MODULES -- -- �" AND REPLACE WITH CLEAN SAND (SM OR SP) REV. DATE REVISIONS BOT. EL. 2.6' HIGHEST EXPECTED GROUND WATER ELEV. 2.0' (HIGH TIDE ELEVATION BROADWATERS COVE) 1 7!16119 SOIL REPLACEt.dFNT GROUND WATER PER TEST HOLE ELEV. 1 .0' }-►------32' 7'-10 3/4" 8' - e T-� _ _ 321 ��PwT000, cy/� PROPOSED I/A OWTS PLATS In 1940 MASON DRIVE CUTCHOGUE. NY 11935 15457 -No IT4"' ']• SITE PLAN/ DETAILS/ NOTES ij Y ' O DRAWN BY: ES!SC SHEET CHECKED BY: NO.: SN SCALE: AS NOTED w 1�.. < 4 ..4 0' _F"'O ICSIJED DATE: 10;24/19 AMBROSIO SITE PLAN SITUATE CUTCHO O GUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S;C. TAX No. 1000- 104-07- 16. 1 `� pWELIN WATER �1 1 OSV S V13 SCALE 1 "=30' APRIL 1 1 , 2019 DECEMBER 1, 2014 SHOW PROPOSED LOCATION OF SHED OCTOBER 10, 2018 UPDATE SURVEY NOVEMBER 11, 2018 REVISE SITE PLAN NOVEMBER 25, 2018 REVISE SITE PLAN PER NYSDEC NOTICE 11/14/2018 ,501 DECEMBER 14, 2018 REVISE SITE PLAN WA R f 1 v A 3-7-9 4 I SIL WIRE JANUARY 30, 2019 REVISE PER ARCHITECT'S PLAN Pueti l/ ��gAPRIL 11, 2019 REVISE PER NYSDEC NOTICE DwP�B CGWP�R A� PLAN 0 ,EDGE OF PP`/EMENj �\ �.ZI r1�-CpNC' onD R\NG �R SEPTEMBER JULY 25X20, 2019 REV SED2019 REVISEDTSITE PLAN uS ES x 51e 50» NR P`�`PEJJY EU�(,iRIG R �1NE To B R�ocGn SEPTEMBER 25, 2019 ADD PROP. STEPS S.W. HOUSE COR. N 7 • p R 14• "t pC{ST'E�R1C UNE -to 18�GN x E"`�' �` yANIjP�N0\ 5\ FoVIV1 TOTAL AREA = 62,613 sq. ft. „ potE XA14 1 ' , (f) o f{\.V-yam s (TO TIE LINE) 1.437 cc. 2��3O OTN� V�U3 16 TR 1EN 0�E5 pp1510N �2• 3, x y 1 Az ,2 TREE 12 W 3M W�5 oKpBpX UPLAND AREA = 29,943 sq. ft. N77 •9� ' ' TRIPLE/ 1.7 1;1 No TEST HOLE �« o P x 12 P�2 1�� 1 i MRE .a••. p�RNFAD TWIN TREE / 4:D pGkB ¢N D I {, 0 �1 30Ny TREE s < E o SPP 0 N 5 ptR �`nj 5Y5�N` APPROVED ASNYSD PER TERMS ..�0P• p,N AND CONDITIONS OF � of FI bF- 5wp ' • ,.�- ; �� , ' ' PROP°`x PERMIT NO, 00007 Ic $• z :'. Nllt yNP 1N6 PN 2.1RE ''y . �� P yaP�K:: "' S. 7DR WAX DATE • 2 �' a�' \o ,"'�� qQ�� . , P COS"NEP Q \ t[7`C xD�T o a.: ::::i... ♦ Pb �NQ,�IjS $ , 2 I '• 0 SIDE 1:'•:.::t i.; l2 P1 E Bti RE (0 N. ''9' ° , N ' �O /�� i .:• 1;:::;: `:'f TWIN T EE Y1 PjION 1� yj09� My FOUND TNS 5 Z / O 4 Esq"` RND F •h � opNO o a-' 1 ` 1 ��^ {� 61 :•!'4 ?1:.::' / 12 TREE i < •• `L j.:,:..: ,;;•r `: \ 10. TREE ROQFK 4� ••• \�E �, i X :.. �..,F Et.Z 1 PRpP� DING Sue D�GK !o c .3= \T '0.1 �• 7 \ .K :qp.0 1 O`er Oft REM V� .p E TA l Cn I'ROp ;:. ... .. ..`.::': 1 1 PRD M j0 BE 5 X 22`D� �. T �1 5 :.:. ... .. 5/S� N0• IDS Q per\ 3. b :. .. :..#:. 1 �y I SEE NOTE p 36e W $E o. I :•: v 05E jPIRS -To y1 f E 15jIN6 jpDy 0 EXI NU EDGE OF LAWN h blAf `.. `. `36..:`.'::.. ll' OP�05ED�,W` � v M t� �yDE F�OF �� ----- ---- 5 ' `. � P F�15D DEMO 015NED PND )MOOD \�r� , I� { D 110 X 2a H,NG eo'cp WD SHED - o rn �� - tiry AI IL-- -'� {{� , TRS 18• DIA�Np 4\5T POR . f91 -I 1 FLAG 5 1 £X�5NE5 P2BEl0TEp FLAG 2 x p`' FLAG sT Nf��n_o�j�� s PpT{o To x C1, FLAG 1 _ FLAG 3 �O�O �'s�i z cWOE w,CK T Sof qf?z) TWIN �LfMIT OF FLAG E O �9��F \x x9 J FLAG 9 e47R0 NMf� w _ - dN n= NTgLCONS,rryGt)tz i f ln NTfO -- FLAG 8 c..,m 1i� F- a c. 0 t 3.8 xx � W J ail, OCTOBER a 2018 �� FLAG 7 X37y del. � c�1 c yl o o „n b. �-1 �e4 ° all, ,111, �\ o roo �cz all, all, all, all, � � EXISTING LOT COVERAGE OVER UPLAND AREA C to DESCRIPTIONAREA Y. LOT COVERAGE �'j HOUSE, FRONT PORCH 050 sq. ft. 3.2Y & OUTSIDE SHOWER 1 ` REAR PATIO 700 sq. ft. 2.3% \ � 1 ` 1 ` 3 SHEDS 250 sq. ft. 0.8% TOTAL 1,900 sq, ft. 6.3% PROPOSED LOT COVERAGE 1 OVER UPLAND AREA N 1 L1L DESCRIPTION AREA X LOT COVERAGE �p �� •,�� 1 ; PROP. HOUSE WITH Ail, 66 26 \ FRONT PORCH 1,630 sq. ft. 5.5% S rpQ' �• \ 1 PROPOSED REAR DECK 807 ft sq, . 2.7% WITH ROOF OVERHANG AS;9,,\\\ (3) SHEDS 272 sq, ft. 0.9% • I f (D '!� 1i TOTAL 2,709 sq, ft. 9.1 Y. 60� 9 \ 1 4$0,, �� I trj N TSF<itiF I O 'd• 8 \ NOTES: ti l3 1. ELEVATIONS ARE REFERENCED SH �c N.A.V.D. 1988 DATUM Bl�, OAD t•4'A TBl b S COVE V B EXISTING ELEVATIONS ARE SHOWN THUS: \ " EXISTING CONTOUR LINES ARE SHOWN THUS: -----x -- PROPOSED CONTOUR LINES ARE SHOWN THUS: F.FL. - FIRST FLOOR DRAINAGE SYSTEM CALCULATIONS: G.FL - GARAGE FLOOR 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL 6) AS SHOWN ON ROOF AREA (HOUSE, PORCHES & DECK): 2,440 sq. ft. UNAUTHORIZED ALTERATION OR ADDITION FLOOD INSURANCE RATE MAP No. 36103CO164 H 2,440 sq. ft. X 0.17 = 415 cu, ft. TO THIS SURVEY IS A VIOLATION OF ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 415 cu. ft. / 42.2 = 9.8 vertical ft. of 8' dia. leaching pool required SECTION 7209 OF THE NEW YORK STATE 3. REFER TO PROPOSED I/A OWTS PLANS BY high STORK DRAIN POOLS PROVIDE (5) 8' dia. X 2' ,' EDUCATION LAW. ZACHARY T. CLANAHAN, ARCHITECT FOR PROPOSED SEPTIC PROPOSED 8' DIA. X 2' DEEP DRYWEL_S FOR ROOF RUN-OFF ARE SHOWBEARING N THUS: , THE LAND SURVEYOR'S INKED SEAL COPIES OF THIS SURVEY MAP NOT BEE OR SYSTEM DESIGN AND DETAILS. EMBOSSED SEAL SHALL NOT BE CONSIDERED 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD DRIVEWAY AREA: 2,550 sq. ft. TO BE A VAUD TRUE COPY. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 2,550 sq. ft. X 0.17 = 434 cu. ft. CERTIFICATIONS INDICATED HEREON SHALL RUN 434 cu. ft. / 42.2 = 10.3 vertical ft, of 8' dia. leaching pool required ONLY TO THE PERSON FOR WHOM THE SURVEY 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND 9 P q IS PREPARED, AND ON HIS BEHALF TO THE REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. PROVIDE (6) 8' dia. X 2' high STORM DRAIN POOLS TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND 6. ALL PROPERTIES WITHIN 150' OF SUBJECT PROPERTY ARE PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS:�/ TO THE ASSIGNEES OF THE LENDING INSTI- NECTED TO PUBLIC WATER. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 7. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE THE EXISTENCE OF RIGHT OF WAYS SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW AND/OR EASEMENTS OF RECORD, IF IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FLOATING ppCK ANY, NOT SHOWN ARE NOT GUARANTEED. FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, PREPARED IN ACCORDANCE WITH THE MINIMUM WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE STANDARDS FOR TITLE SURVEYS AS ESTABLISHED VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING TITLE ASSOCIATION. PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND GROWTH. is OF New\ TEST HOLE DATA s (TEST HOLE DUG BY McDONALD GEOSCIENCF ON DECEMBER 23, 2009) < EL 4.4' PROPOSED SEPTIC SYSTEM DETAIL DARK BROWN LOAM OL . , X67 24'0 COMPONENTS THIS ACCESS ONLY ' n L' No. 50467 20'0 HDPE SECURE HEAVY COVER BY POLYLOC PROPOSED SEPTIC SYSTEM DESIGN BY: 1 ZACHARY T. CLANAHAN, ARCHITECTBROWN SILTY SAND SM 20, 20" SAFTY SCREEN BY POLYLOC (TYP.) (NOT TO SCALE) HIGHEST EXPECTED GROUNDEL WATER2.4' F. F. HOUSE (HIGH TIDE ELEVATION BROADWATERS COV2.5' Nathan Taft Corwin ELEV. 11.0' FINISH GRADE PALE BROWN FINE SAND SP FINISHED GRAD 12x 12 POLYLOK D-BOX ELEV. 8.0' III ELEV. 8.5' ROTO-FLOW PDB-12 RISER AND EL 1.0' Land Surveyor ROTO-FLOW 3050-4 LEVELERS GROUND WATER PER 3.4' �-1' MITI. TESTHOLE Y INV. EL min. PITCH 1/4"/1' WATER IN 7.7' I/A OWATS TANK N PALE BROWN FINE SAND SP INV. EL 7.5' FUJI CLEAN CEN-5 INVERT TREATMENT SYSTEM INV. EL ELEV.71 N BOT. EL 5.92' 11. Successor To: Stanley J. Isaksen, Jr. L.S. 7'3' INVERT z Joseph A. Ingegno L.S. ELLv ------------------ --------------------------- --- Ntle Surveys - Subdivisions - Site Plans - Construction Layout - -------------- - } BOT. EL 3.1' HIGHEST EXPECTED GROUND WATER PHONE (631)727-2090 Fax (631)727-1727 8' -�-{�--7'-10 3/4" 8' 32' ELEV. 2.0' (HIGH TIDE ELEVATION BROADWATERS COVE) OFFICES LOCATED ATGFOUMAILING ADDRESS ELV. 1.0'WATER PER TEST HOLE 1586 Main Road P.O. Box 16 ELv. 1Jomesport, New York 11947 Jamesport, New York 11947 �-� SURVEY OF PROPERTY SI T UA TE CUTCHOGUE TOWN OF SOUTHOLD �! SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 104-07- 16. 1 K\ USESOP SCALE 1 "=30' , _ ,. • ,, AUGUST 19, 2009 1 x�• DECEMBER 1, 2014 SHOW PROPOSED LOCATION OF SHED OCTOBER 10, 2018 UPDATE SURVEY ,;• NOVEMBER 11, 2018 REVISE SITE PLAN C WATER INRE� ��T�J .; x'"� •• °'•` d WL WIR NOVEMBER 25, 2018 REVISE SITE PLAN PER NYSDEC NOTICE 11/14/2018 pUBuq`l �f + .•.+' 9 + DECEMBER 14, 2018 REVISE SITE PLAN oW£`vcGwA R O v �,JJ •' °:. 37 ,94\.''t r1.r-COttO• RING TOTAL AREA = 62,613 s ff. pURo .. . .: aMEt� Op PP120_,. 1 V C110 q F5 (TO TIE LINE) 1 .437 ac. EpGE OF PP Qp, WPlER PIPE?Op.El E .... x�... ,�• . F •'` M�£R cc - I T WATER LINE e. n "A 7�5��5p e£GR£�ocnEo . UPLAND AREA = 29,943 sq. ft. To 4 Ln :.. , . ..;. ' 513 3p' E �1\vn `�'" '' TREEt1 \2 CERTIFIED TO: '`, n3' x� '' ' 12 1 1 SCOTT AM BROSIO • 4' \� �'' ,7 �.S j7 TRIP 4 TEST HOLE04. x 1 ,�e ;• i �yNEPO WlR SILL POR LIM1T I ,.. ti } CIO .° TWIN TREE,IN-ROM-� tc��L LOT O ►� t 1N� EXISTINC OVER UPLAND AREA RAGE VIA £E 12fREE" E I TR -I t- 20 J A to 011e pP oN ;� N TR 1oPosSp I x 20' r..t �GtR DESCRIPTION AREA Y. LOT COVERAGE LIM o��KF�SrLT�•:''-42 .. HOUSE, FRONT PORCH 950 s ft. 3.2y z o ��U!gIN6 i ; & OUTSIDE SHOWER q' :'!4 :^T tea.':•: PCO FXIR gyp 50 REAR PATIO 700 sq. ft. 2.3% r+C� ° x \ 12 / : J _ 1 TO e£w01 G1 E ft 5Y5�M .•�C,IOC Z o•; ' '' \ • ;- 2D, / pRa'� h�''' (3) SHEDS 250 sq, ft. 0.8X 16• p A L) ! A // •p.' .•.• O Gdµ' TFC 1 a�TO1tY&O�UCSURES TOTAL 1,900 sq, ft, 6.39: ° • m t2 EXE l,p CN 0 N� v� ST i� 4 •'' :r- _ 7 PAS' -Wu 0 �IE TO 8E O .`' �• \\ oo 12' PROPOSED LOT COVERAGE APPROVED B1 o e. • �o \ _ � :YK 10. t£E OVER UPLAND AREA W •' � �� ;....5 J ..' pUTS\0 ''...:ti•:•;::�,'•�''m. Y G SEPrtC BOARD OF i t�USTEES L ' 22 0 ?} x>w? IPASHED �....:� ,., "'"""'#:. `�' ::? W / 11 RF1+0�Tol+3£N5Eµ0�lED DESCRIPTION AREA Y. LOT COVERAGE Z35.6 .. t RFF n10¢ .::;; oSE No. ® TOWN of SOUTHOLD e' els I 5£E N PROPOSED HOUSE 1,138 sq. ft. 3.8Y. • �'. ME nNG� .s >;•' ::::::::;::.:.: 105 � 1S+ '� SNEo °f ofPROP. (2) PORCHES 404 sq. ft. 1.4% �ATE . o �y j ^"',`f;t2�` - PROPOSED PATIO 330 sq. ft. IAA C]E�CD Ca�1 4 t 'i :...,:_:;•;.;,':;;. EXIST. (3) SHEDS 250 sq. ft. 0.8}: icy ��.A ryry' I ........... " tN SIAED pA�t�S TOTAL 2,122 sq, ft. 7.1At 4 9: yra/j{ FLAG 2 .i FLAG 6 � 7p�p� COE RPGK FLAG 3 S Fuc t �No \N " 4Z kill er su °1�clMrr or n Fuc 4 x _�, . .:. • FUG 9 a (} R°NMT 'z V I�1� `" \ l{!' Co "NO, �f0 ,'u1 '��yc^ „ '`'• FLAG 8 00 0 L- alts OCrO,BFR 3 4�n FLAG 7 \ 1L nZ� 7' 2018 06 f t7 C:�tiz rn \ \iJ� 1N 1 - 11 1 ally 11 t 1 NOTES: LO _ 66 t all, S 6 6Q �j, 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM .2 y� V111 \\ l 4 1 EXISTING ELEVATIONS ARE SHOWN THUS:xxx all, l EXISTING CONTOUR LINES ARE SHOWN THUS: - ----X ----- - - 9�� \\ 11 PROPOSED CONTOUR LINES ARE SHOWN THUS: - 0 N 6 7y 1 F.FL. - FIRST FLOOR 0.14 (D \ I G.FL - GARAGE FLOOR ' 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL 6) AS SHOWN ON ��TF�/ 0 N �' tiF\\ t 1 FLOOD INSURANCE RATE MAP No. 36103CO164 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED HF O 3. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 4 BEDROOM HOUSE IS 440 GPD. \ N \ USE FUJU CLEAN CEN-5 TREATMENT SYSTEM RATED FOR 450 GPD. V. \ 4, MINIMUM LEACHING SYSTEM FORA 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. ��,3' 'Q 6 GALLEYS, 2' DEEP (8.5'x4.75') ^ Tnr M1 �, + TT�r PROPOSED 50% FUTURE EXPANSION GALLEY BROAD 6' ATERS COVE L' \ F' '_' PROPOSED 8.5' LONG X 4.75' WIDE X 2' DEEP LEACHING GALLEY L__j 00o PROPOSED I/A OWATS TANK DRAINAGE SYSTEM CALCULATIONS: (FUJI CEN-5) ROOF AREA: 1,860 sq. ft. UNAUTHORIZED ALTERATION OR ADDITION 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 1,150 sq. ft. X 0.17 = 195.5 cu. ft. o TO THIS SURVEY IS A VIOLATION OF OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 195.5 cu. ft. / 42.2 = 4.6 vertical ft. of 8' dia. leaching pool requiredx SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS ' 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND ' COPIES OF THIS SURVEY MAP NOT BEARING REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED 7. ALL PROPERTIES WITHIN 150' OF SUBJECT PROPERTY ARE TO BE A VALID TRUE COPY, CONNECTED TO PUBLIC WATER. DRIVEWAY AREA: 1,950 sq, ft. CERTIFICATIONS INDICATED HEREON SHALL RUN 8. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE 1,950 sq. ft. X 0.17 = 331.5 cu. ft. ONLY TO THE PERSON FOR WHOM THE SURVEY SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW 331,5 cu. ft, / 42.2 = 7.8 vertical ft. of 8' dia. leaching pool required IS PREPARED, AND ON HIS BEHALF TO THE IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF PROVIDE (4) 8' dla. X 2' high STORM CRAIN POOLS LENDING INSTITUFIONE CMPANY, ERNMENTAL LISTED HEREON,AGENANDAND TTHE SfGNEES OFFINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: TUTION. CERTIFICATIONS TAE NOTDING TRANS EIRABLE. WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO THE EXISTENCE OF RIGHT OF WAYS TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING AND, N EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION SECTION A-A FLOATING DOCK AND GROWTH. E MINIMUM PROPOSED GRADING PROFILE STANDARDS PREPARED IF RCTIITL.EASURVEYS ANCE WITH S EST BUSHED A SCALE 1"-311 A BY THE L.I.A.L,S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND 20:1 SLOPE PROPOSED GRADE 3:1 SLOPE TITLE ASSOCIATION. - - _ EXISTING GRADE - PROPERTY LINE PROPOSED FILL FOR THE SEPTIC SYSTEM SHALL BE CLEAN SAND TRUCKED IN FROM AN UPLAND SOURCE APPP,OXIMATELY 1,000 cu. yds. OF FILL SHALL BE NEEDED PROPOSED SEPTIC SYSTEM DETAIL HOUSE (NOT TO SCALE) TEST HOLE. DATA ELEV. 10.5' FINISHED GRADE FINISH GRADE (TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 23, 2009) ELEV, $.5' ELEV. 7.5' .4' . PLASM E WITH 2.1 aox 0' TD GRADE YrtTH LOCKinc OCHER DARK BROWN LOAM OL - TOP EL 6.5' 1' MIN. I' N.Y.S. Ltc. No. 50467 APPROVED PIPE B. INV. EL. min. PITCH 1/4"/1' INVE LEACHING I ING 3' CLEAN BROWN SILTY SAND SM 7,7' I/A OWATS TANK ELEV. ZL GALLEY GALLEY �? SAND EL. 2.0' 24' INV. EL 7.5 FUJI CLEAN CEN-5 P o O { HIGHEST EXPECTED GROUND WATE T of t Corwin TREATMENT SYSTEM INV. EL. INVERT INV, EL 5.T o COLLAR (HIGH TIDE ELEVATION BROAOWATERS COVE PALEBROWNFINE SAND SP Nathan 7.3' ELEV. 7_2' ' L Land Surveyor ----- ------------- ---�----------- --------- -L_�-_ + z EL. ER 3.4' -- _ -- -'_--__ GROUND WATER PER TESTHOLE e' BOT. EL. 3.1' HIGHEST EXPECTED GROUNE WATER WATER IN BOT. EL 4.0' ELEV. 2.0' (HIGH TIDE ELEVATION BROADWATERS COVE) PALE BROWN FINE SAND SP GROUND WATER PER TEST HOLE OWATS TANK ELEV. 1.D' Successor To: Stanley J. Isaksen, Jr. L.S. 1. 1 TANK; FUJI CLEAN CEN-5 TREATMENT SYSTEM: 8' X 4' X 5.4' HIGH LEACHING GALLEYS t6) 11 Joseph A. Ingegno L.S. 1, MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. Title Surveys - Subdivisions - Site Plans - Construction Layout 8 GALLEYS; 2' DEEP, (B.5' LONG x 4.75' WIDE) 2. LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRFRE (OR EQUAL) PHONE (631)727-2090 Fax (631)727-1727 LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). OFFICES LOCATED AT MAILING ADDRSSS 4. A 10' min, DISTANCE BETWEEN LEACHING GALLEYS AND WATER UNE SHALL BE MAINTAINED, O. Box 16 6 Main Road P. 5. AN B' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED. Jamesport, New York 11947 JamesporNeo York 11947 AMBROSIO SITE PLAN n SITUATE O CUTCHOGUE `; TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 104-07- 16. 1 �5 g C WA�� SCALE 1 "=30' APRIL 11 , 2019 DECEMBER 1, 2014 SHOW PROPOSED LOCATION OF SHED OCTOBER 10, 2018 UPDATE SURVEY NOVEMBER 11, 2018 REVISE SITE PLAN ,LIDNOVEMBER 25, 2018 REVISE SITE PLAN PER NYSDEC NOTICE 11/14/2018 C WATER IN (t7�1 37.g A' u Gur JANUARY 30,27 E2019� REVISE PER ARCHITEC2018 REVISE SITE T'S PLAN pueu ,(Jl �y{"1 V 1 u� VA APRIL 11, 2019 REVISE PER NYSDEC NOTICE oW�G WAS �S 0 �,is " EDGE of PALMev 0'-c0N0 RANG SEPTEMBER.200 2019 RISED EVISED SITE PLAN USES PUB M X EREIjDCA�° SEPTEMBER 25, 2019 ADD PROP. STEPS S.W. HOUSE COR. x •51 50 t� ' 1A R pIPEr,np,E1� VNE TO BB RE1OG`tED 1J 7 7 pA` per_..,'1•TRS X Ex15TCAiRIC 10 p15gR1131�1fH _ " Pow Dc15T' S'Ar15 y�F11.�R TOTAL TO TIE LRINE 62,613 sq. ft. .e , , • Ulo�ccl� 1 ( ) 1 .437 ac. 50ys 'o-'00y,1� UPLAND AREA = 29,943 sq. ft. 1 X �1 .9 TEST HOLE �m X 1 D 1yc 12 \721 .e ' N� i pROp• 1)Rd1 U! 1 SR (y '1 VV TWIN TREE � i $1.001^• •�Ty•�A1'1K _.ct.{S y PAVER ,.... /.•. �N�� u, // e• .•e 1 E � TREE O+P�•I��GEtL�F1E lr°-'. APRON'�i'. a•. \ � IG yY/ I 2 FU ls�yyp.�caF9 pd � t Z Z •� ., '�'.� �1'��1T`N rjl�� O • '�'', j t': 10 �FI0 ; a L IT AY i ". • .A• I+ zi <C / X \a�V• Y-- :...:..:::;:::. �pCr�:-jllp.� �1 w � W r G1 �O Z IVp m:.:::..:...:: :'. :;:t:::::;:.:.:;:;.:. ( AIR OCT 2019 i \ri i�:. '- - `/'•; R ?:4:i: '•:'•;;:?':.: TWIN �� t+w p,S10NS011� N r ° i / EE TOS my 5 :. 0 \41Q2" b:i:•:::::::'T:••'.«..:.«.:R:O�F K?j: .............. tf;..:'.:. f/ \ •+o\"R�EE p GK c K '•35.6 .. ^�\ .2 0\ J�k T ::...:F::;:.qp. 1 1 ARF' of BE RE►� W"' a` 1 $(FSTEN No 5 .y,1Dtr X 22, O ' \\ c 0�\ b 5TBp5 > ;<`: \ /y I SEE N 36 0 0 01r p TO \\ 0 1 '':'.•:;'3y '':;;.;;'':::: v pROpbB,y�Ip1:5fA1Rylp`t1M Its y1CS;• 11F y t .• ' \ EX NG EDGE OF LAWN .... ii:6:•ii:?{'{"::iii}.:: : . jor p G 1 goy A �y /�y�'rprE1G. \\ _ ..,�;;;ly Jam" /•�W i... ID -' 10 pEi I 24 µ\GIG 6RCN HSS SHED p O -+�� - \� 91 l�- - 10 SEE TJX 1$ D\ppUN pC1F,1 \ 01 1 NG (26� D AR.IFS - Il FLAG 5 y p0 p1lE REEO� a FLAG 2 ACI+=Q1Dk �qG 9� STONE PITIO� � V0'0 TO B 9t �FLAG 1 FLAG 3 8 - 1 �.Z / BOE RACK �" [ICLf�OF n FLAG 4 �, 'X X J.E� SAG 9 DW APPROVED BY R ""R°"k*' AN, ,,s D --- BOARD OF ', rZUSTEES �� 1y ,i,, `''"� "ON, FLAG B TOWN OF SOUTHOLD .11►, °�OBfR J 2018 b FLAG 7 \\\ IL G1 D �'t - ATE o ;O,r vAi, \\\ S R' �oU61uewx_ r ) zo19 GQ �� /�C�"7/i'►'-tit..-r AZ \\ K x�'►i] ►y 7 Z \ y '"' 21, EXISTING LOT COVERAGE cI \\ \\ OVER UPLAND AREA Cc� i1 DESCRIPTION AREA X LOT COVERAGE a 3 HOUSE, FRONT PORCH & OUTSIDE SHOWER g50 sq. ft. 3.2% REAR PATIO 700 sq. ft. 2.3X \ \\ (3) SHEDS 250 sq. ft. 0.8x. u \ \ TOTAL 1,900 sq. ft. 6.3X Al PROPOSED LOT COVERAGE _3 R� \ OVER UPLAND AREA DESCRIPTION AREA X LOT COVERAGE •,�$ 1 1 PROP. HOUSE WITH d�1, 66 'L6 1,630 sq. ft. S.SY. - S I3.7(0- • �. 1 FRONT PORCH r0 PROPOSED REAR DECK 3� WITH ROOF OVERHANG 807 sq. ft. 2.7X \ 1 I -7 (3) SHEDS 272 sq. ft. 0.9% ALA 11 TOTAL 2,709 sq. ft. 9.1Y. "-j 15b Ln N 'I'F I O \ J 6 ]VOTES: 8 '�'p ,IrA \\ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM •�6'' EXISTING ELEVATIONS ARE SHOWN THUS:1= \ EXISTING CONTOUR LINES ARE SHOWN THUS: -----X ----_ BROAD WA TERS COVE \ PROPOSED CONTOUR LINES ARE SHOWN THUS: __0_ F.FL o--- F.FL - FIRST FLOOR DRAINAGE SYSTEM CALCULATIONS: G.FL - GARAGE FLOOR 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL 6) AS SHOWN ON ROOF AREA (HOUSE, PORCHES & DECK): 2,440 sq. ft. UNAUTHORIZED ALTERATION OR ADDITION FLOOD INSURANCE RATE MAP No. 36103CO164 H 2,440 sq. ft. X 0.17 = 415 cu. ft. TO THIS SURVEY 1s A VIOLATION OF ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 415 cu. ft. / 42.2 = 9.8 vertical ft. of 8' dia. leaching pool requiredB SECTION 7209 OF THE NEW YORK STATE 3. REFER TO PROPOSED I/A OWTS PLANS BY PROVIDE (5) 8' dia. X 2' high STORK DRAIN POOLS EDUCATION LAW. MAP NOT PROPOSED 8' DIA. X 2' DEEP DRYWEL_S FOR ROOF RUN-OFF ARE SHOWN THUS: THEILANDFSU THISSURVEY WK D SEAL OR BEARING ZACHARY T. CLANAHAN, ARCHITECT FOR PROPOSED SEPTIC COPIES SO SEAL SHALL NOT BE CONSIDERED SYSTEM DESIGN AND DETAILS. TO BE A VALE TRUE COPY. 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD DRIVEWAY AREA: 2,550 sq. ft. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 2,550 sq. ft. X 0.17 = 434 cu. ft. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND 434 cu. ft. / 42.2 = 10.3 vertical ft of 8' dia. leaching pool required IS PREPARED, AND ON HIS BEHALF TO THE PROVIDE 6 8' dia. X 2' hi TiTLE COMPANY, GOVERNMENTAL AGENCY AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. high STORM DRAIN POOLS LENDING INSTITUTION LISTED HEREON, AND 6. ALL PROPERTIES WITHIN 150' OF SUBJECT PROPERTY ARE PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS:�/ TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CONNECTED TO PUBLIC WATER. TUT10N. CERTIFICATIONS ARE NOT TRANSFERABLE 7. L AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW ANY, NOT SHOWN ARE NOT GUARANTEED. IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF Ft nNG °OCK FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, PREPARED IN ACCORDANCE WITH THE MINIMUM WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE ANDVEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO FOR U HI USE BY THE NEW VYORKNSTATTE°LAND TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING TITLE ASSOCIATION. PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND GROWTH. OF N" Cj rtAF; j'Qg�� 7- >�i TEST HOLE DATA F (TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 23, 2009) r o• 24'0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL DARK BROWN LOAM OL �a67 � .Y.S. LiC. NO. 50467 20'0 HDPE SECURE HEAVY COVER BY POLYLOC PROPOSED SEPTIC SYSTEM DESIGN BY: 1. ZACHARY T. CLANAHAN, ARCHITECTBROWN SILTY SAND SM N, VL1 20" SAF1Y SCREEN BY POLrioc (TYP.) (NOT TO SCALE) 20, z:s. Nathan Taft Corwin III F. F. HOUSE HIGHEST EXPECTED GROUND WATER ELEV. 11.0' FINISHED GRAD12x 12 POLYLOK D-BOX FINISH GRADE (HIGH TIDE ELEVATION BROADWATERS COVE) PALE BROWN FINE SAND SP i ELEV. 8.5' ROTO-FLOW PDB-12 RISER AND ELEV. 8.0' ER 1.0' Land Surveyor ROTO-FLOW 3050-4 LEVELERS GROUND wA�ot� 3.4' �•-1' MN. INV EL min. PITCH 1/4' 1 WATER N FINE SAND SP IN 7.7' 1/A OWATS TANK INV. EL 7.5' TREATMENT FUJI CLEAN CSISTEId +, INV. EL INVERT N 11 Successor To: Stanley J. Isaksen, Jr. L.S. 7.3' INVERTbL' BOT. EL 5.92' Joseph A. Ingegno L.S. Ems'ZY Z Title Surveys - Subdivisions - Site Plans - Construction layout ------------------ ---------------------------- -------------- - PHONE 631 727-2090 ( ) Fax (631)727-1727 BOT. EL 3.1' HIGHEST EXPECTED GROUND WATER OFFICES LOCATED AT -8'--�{�---7'-10 3/4' j• 8' i 32' ELEV. 2.0' (HIGH TIDE ELEVATION BROADWATERS COVE) MAILING ADDRESS GROUND WATER PER TEST HOLE 1586 Main Road P.O. BOX 16 ELEV, i.O' Jamesport, New York 11947 Jamesport, New York 11947 29-163G AMBROSIO SITE PLAN n SITUATE CUTCHOGUE 0 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 1d S.C. TAX No. 1000- 104-07- 16. 1 SCALE 1 "=30' APRIL 1 1 , 2019 DECEMBER 1, 2014 SHOW PROPOSED LOCATION OF SHED OCTOBER 10, 2018 UPDATE SURVEY x NOVEMBER 11, 2018 REVISE SITE PLAN NOVEMBER 25, 2018 REVISE SITE PLAN PER NYSDEC NOTICE 11/14/2018 x 2 DECEMBER 14, 2018 REVISE SITE PLAN I 7 .g 4 TIL cuY JANUARY 30, 2019 REVISE PER ARCHITECTS PLAN J �� , E of PAVEMENT 1 — uLcoNC R�N� APRIL 11, 2019 REVISE PER NYSDEC NOTICE (�( JULY 25, 2019 REVISED SITE PLAN 7 �- SEPTEMBER 20, 2019 REVISED SITE PLAN S 4 SEPTEMBER 25, 2019 ADD PROP. STEPS S.W. HOUSE COR. x 5p" E 'WATER—� PIPE OCTOBER 31, 2019 REVISE SITE PLAN X0 N -77*51 METER DECEMBER 15, 2019 FOUNDATION LOCATION x ,2 TR�6. TREE • TREE +gyp E u�\L`r V\`#3 A-ZE 1 TOTAL AREA = 62,613 sq. ft. Gm W (TO TIE LINE) 1 .437 CIC. x ,935 TRIPLE-ME1 TEST HOLE 0 UPLAND AREA = 29,943 sq. ft. 00 N\R 11IN � T OVER`A TWIN TREE 4.5 > 1 O •; /• \ `t1a�L:�]' 1 24 TREE �R f;T TREE �. a(vlN TREE 41 ion 1`w 1 zo -42x ' A. m z .. x ,2 TREE 1 1 ' da*00 DEC 1 6 2019 ii- Z 4 4 x 4.3 1 ,6 ' I 3�6,0 %[� x A 6° 6.d NJIN TREE �/( 00 x x w CONCRA ION .� �.. :• o FO IODATION EL J 4 G TOP OF FO x2 TREE 6 � 12. EE x ^TREE 4,0 K -4&x 400. ® 4 • ,A 12'1�E 3.7 ° EXISTING EDGE OF LAWN x x.4.0 4.7x SHEO �J FLAT 5 x 2 FSG 3 m FLAG 3_7 \ FLAG 1 FLAG mo Ff�y \ 97 �� CFNOE RpOK Otic p `1I1 � FLAG 4 � F X x-4 Jy FLAG 9 fNOUK CONSECTIND B1T \I11 FLAG 8"OGYsuOFFFTCw �O 3.8OLk ON Q��3MEOCTO ,,R4S 32 FLAG 7 C 2018 In m \ \Q 4 G] rs'1"1m o l�l� q t_. " C:� \A yA ail wE(1AN�s \\\ \\��y ail, all, all, I IQ N I O . \ 11 ,1 60e I t (r. V x11,1 I 150 L0 N V) 86 431 NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �1 �jj�j/� ��5 c� ��I EXISTING ELEVATIONS ARE SHOWN THUS:AU BRO A 7'�' A \ EXISTING CONTOUR LINES ARE SHOWN THUS: - -- --x PROPOSED CONTOUR LINES ARE SHOWN THUS: F.FL. — FIRST FLOOR G.FL. — GARAGE FLOOR ! 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL 6) AS SHOWN ON a UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF FLOOD INSURANCE RATE MAP No. 36103CO164 H W SECTION 7209 OF THE NEW YORK STATE ZONE AE: BASE FLOOD ELEVATIONS DETERMINED EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF FLOATING DOCk ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM TEST HOLE DATA STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED (TEST HOLE DUG BY McDONALD CEOSCIENCE ON DECEMBER 23, 2009) FOR SUCH USE BY THE NEW YORK STATE LAND EL. 4.4' 0• TITLE ASSOCIATION. DARK BROWN LOAM OL BROWN SILTY SAND SM '�OFe,�` EL. 2.0' 2.4' HIGHEST EXPECTED GROUND WATER 2.5' y + \ y (HIGH FIDE ELEVATION BROADWATERS COVE) PALE BROWN FINE SAND SP -1 C. EL. 1.0' 3.4' I r . . GROUND WATER PER '" 7I ;7"'�"� � WATER IN PALE BROWN FINE SAND SP It �,�• f el N.Y.S. Lic. No. 50467 Nathan Taft'' Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILINC ADDRESS 1586 Main Road P,O, Box 16 Jamesport, New York 11947 Jamesport, New York 11947 AMBROSIO SITE PLAN SITUATE C. Ld � CUTCHOGUE o O N '� TOWN OF SOUTHOLD w Qa f L L., .-�.i Ci SUFFOLK COUNTY, NEW YORK J S.C. TAX No. 1000- 104-07- 16. 1 <, SCALE 1 "=30' L APRIL 11 , 2019 DECEMBER 1, 2014 SHOW PROPOSED LOCATION OF SHED OCTOBER 10, 2018 UPDATE SURVEY NOVEMBER 11, 2018 REVISE SITE PLAN NOVEMBER 25, 2018 REVISE SITE PLAN PER NYSDEC NOTICE 11/14/2018 + DECEMBER 14, 2018 REVISE SITE PLAN w JANUARY 30. 2019 REVISE PER ARCHITECT'S PLAN APRIL 11, 2019 REVISE PER NYSDEC NOTICE 0 £aF pp`f, TR � C "SG JULY 25, 2019 REVISED SITE PLAN S r SEPTEMBER 20, 2019 REVISED SITE PLAN SEPTEMBER 25, 2019 ADD PROP. STEPS S.W. HOUSE COR. ++ E wA PSE OCTOBER 31, 2019 REVISE SITE PLAN N '7•�j� 5� _ µ R DECEMBER 15, 2019 FOUNDATION LOCATION 1 APRIL23, 2020 FINAL SURVEY P , ...11-•'' 1 G0�.,�. 1� a N TOTAL AREA = 62,613 sq. ft. 2•Z�, £ (TO TIE UNE) 1.437 ac. ,Zg c UPLAND AREA = 29,943 sq. ft. 3E,iCHEs =J`=c 1 0 ..• i•' 1 0!_ - _ is MVV/ 00 ' TRT { t �� o° ••._ . --� -,I ��NI`��t�COV OIA SEPTIC SYSTEM TIE MEASUREMENTS 23± (2) :Noo�CIA HOUSE HOUSE ! i RcbF oRCN Rn5 CORNER QA CORNER[q] 1O+ Z �' w000 P " ,6s Istat+ co P01' I A OWATS TANK , $ ! i $ cL`► 0,� ,63 + �� ►_ �D coN COVER 1 16' 45.5' 0 S w Y w I/A OWATS TANK 0 CA : �° 1 :� RAµE HOOSE COVER 2 18 46.5 < .. 1 w f 0 ,;` _ ,� I/A OWATS TANK 21' 47.5' s �.,r�� -�•' COVER 3 DISTRIBUTION , �z a •r W� Et cl+� BOX COVER 28 50' 0 ;, R°F,TLUR� i_w,!ul+o ° W000 old DISTRIBUTION TM, v cK i TRENCHES CORNER 1 26 38 DISTRIBUTION - _ \ TRENCHES CORNER 2DISTRIBUTI 35' 45' s+m -- _ -� � \\ TRENCHESOCORNER 3 61' 36' t� -DtsTlrze FLAG 5 `� \J�- K DISTRIBUTION 1�a FLAG ANGP FLAG / �\ \ TRENCHES CORNER 4 57# 26, FLAG 1 F 2 ,TIL FLAG 4 � %, ' \\ FLAG 9 v- gp Coir lD or or 1.�f, y-D15(11R131WG� Ftp e tim pNucK�, Np — floe-�`n A, FLAG 7 '2. 1 018 A Pj ,Ilr, o o`er y 1 , N � \ � 11 261600 ��• �� , 44, I Inn '4'\ It W Sp �rF I 4 cwF� 1 stir 0 N BR OADWA TERS COVE UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE NOTES: EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM THE LAND SURVEYOR'S INKED SEAL OR EXISTING ELEVATIONS ARE SHOWN THUS: EMBOSSED SEAL SHALL NOT BE CONSIDERED EXISTING CONTOUR LINES ARE SHOWN THUS: TO BE A VALID TRUE COPY. PROPOSED CONTOUR LINES ARE SHOWN THUS: CERTIFICATIONSINDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY - FIRST FLOOR IS PREPARED, AND ON HIS BEHALF TO THE - GARAGE FLOOR TITLE COMPANY, GOVERNMENTAL AGENCY AND 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL 6) AS SHOWN ON LENDING TED HEREON. AND TO THE ASSSIGNEESSICNEES OF THE LENDING INSTI- FLOOD INSURANCE RATE MAP No. 36103CO164 H TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. ZONE AE BASE FLOOD ELEVATIONS DETERMINED THE EXISTENCE OF RIGHT OF WAYS ANO/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. FLOATING POCK PREPARED N ACCORDA14CE WITH THE MINIMUM STANDARDS FOR TTTLE SURVEYS AS ESTABLISHED BY THE U.A.LS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOC'ATION. ° r /N.Y.S. Uc. No. 50467 SuFF0,1-KCCu TY0EP1,iTl,!,: 1CFI ,P -r4 .M�;.:L_:3 oze 9 - Inc V,.L 177 C0T:C TP10,--,� �"C�IAC� y.a Nathan 'aft Corwin III �F, a A cl'yGt.E•Fhr�".LY E:�.:!C�L�,C;. �-''� Dc T@` TIL Land Surveyor The to*f.'n and%jtnr ext; 'y ter,:• ^w at th'7 .r_ FOR A VAXIt"°,ltd !7_,5 _ 6D X00 � Successor To Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. title Surveys — Subdivisions — Site Plans — Construction Layout Craig tCl'Lepr , Ot', P.I .,Chief PHONE (631)727-2090 Fax (631)727-1727 rrC� of S*gtir managE:Itl�3[it � "7oFFICLs LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 Dwyer, Tracey From: Scott Ambrosio <scott@rebmannphc.com> Sent: Wednesday, December 16, 2020 11:07 AM To: Dwyer, Tracey Subject: RE: email request Hi Please extend our Building permit 43977 at 1940 Mason Drive Cutchogue for 6 Months. Please confirm receipt Scott Ambrosio From: Dwyer, Tracey [mailto:tracey.dwyer@town.southold.ny.us] Sent: Wednesday, December 16, 2020 10:59 AM To: 'scoff@rebmannphc.com' Subject: email request , Hopefully this helps. � DEC 1 6 2020 "f krMD i COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH Commissioner RQiW Date: May 15,2020 Reclaim Our Water Subject: Susan Ambrosio Final Approval Letter (SII' Grant GN001718) p f S I rte' u Address: 1940 Mason Drive, CUTCHOGUE,NY 11935 J U L - 6 2020 Mailing Address: 25 Brian Lane,East Northport,NY 11731 BUMPING DEPT. Dear Grant Applicant, rr r.,.,: . ? 177TOLD Thank you for your participation in the Suffolk County Septic Improvement Program (SIP). The Department of Health Services (Department)has completed inspections of your innovative and alternative onsite wastewater treatment system (UA OWTS) and reviewed the final documents submitted by your design professional. The Department hereby issues final approval for the installation of your new UA OWTS based upon a review of these documents. We have enclosed a copy of the approved as-built plan with the Department's green final apl2roval stanan for your records. At this time the Department will begin processing of the grant funds for payment to your design professional and manufacturer as stated in your grant agreement. If any additional information is required to process payment,the Department will contact you, your design professional, or your manufacturer immediately at the numbers on file. Please remember to maintain your system in accordance with the manufacturer's recommendations to ensure proper treatment of the wastewater to protect the County's precious water resources for this and future generations. If you have any questions or comments regarding your I/A OWTS please call 631-852-5811,Monday thru Friday from 9AM to 4PM(Excluding Holidays). DIVISION OF ENVIRONMENTAL QUALITY 360 Yaphank Avenue, Suite 2B, Yaphank NY 11980(631)852-5750 Fax(631)852-5760 3'M.'Yrii.PfnMCtk.PYtltat: Scott Ambrosio BY #43977 6/1/2020 Hi John Hope all is well. Attached is open wall insulation inspection from Home Energy Solutuins. The will do the final crawl space inspection and blower door test. I will forward you the results when complete. Scott r Town of Southold 4/27/2020 Att: John / Building Inspector Re: BP 43977 Hi John Hope you are safe and healthy. Enclosed are pictured I have been holding for the Insulation, Storm Drains, Sonotubes for the stairs and future sewer and electrical conduits for a proposed future garage and generator if we ever decide to build/install one. Thank You Scott Ambrosio APR 2 7 X20 Job : 1940 Mason Dr. Cutchogue 516-644-3710 IN?Jmber.6f pages RECORDED -_r'un 12 05:50:29 Phi JUDITH A. PASCALE This document will be public CLERK OF -11-.— record. Please remove all '1-FM1[�. CO L11-ITY L DOOO127 Social Security Numbers P 958 prior to recording. Deed/Mortgage Instrument Deed Mortgage Tax Stamp Recording/Filing Stamps FEES Page/Filing Fee ----30 - Mortgage Amt. Handling 20. 00 1. Basic Tax TP-584 2. Additional Tax — Sub Total Notation . — Spec./Assit. EA-52 17(County) or EA-5217(State) Sub Total Spec./Add. TOT.MTG.TAX R.P.T.S.A, Dual Town—Dual County— Comm.of Ed. 5. 00 4A, Held for Appointment Transfer Tax Affidavit Mansion Tax Certified Copy The property covered by this mortgage j or will be improved by a one or tw NYS Surcharge is. 00 family dwelling only. A Sub Total Otlk-.r YES. or NO GrandTotal '�`_ If NO,see appropriate tax clause on Wage# of this instrument. 4j Dist. -Block Lot 5 Community Preservation Fune Real Property 2492666 1000 10400 0700 016001 Consideration Amount$ Tax Service pT '3 Agency SMI A CPF Tax Due $ if cy Veri- atio. — (3DO-MAY-1 6 Satisfac,.--.-.------..-. Adress Improvednn _ RECORD&RETURN TO: Vacant Land TD TD 1-3 TD Mail to:Judith A. Pascale, Suffolk County Clerk 7 Title! Com anInformation310 Center Drive, Riverhead, NY 11901 www.suffolkcountyny.gov/clerk Co.Name D GA&I Title# 8 1 Suffolk County Recording & Endorsement/ Pa e 47 This page forms part of the attached 6 C 0" made by: (SPECIFY TYPE OF INSTRUMENT) C— ^DECLARATION OF COVENANTS F THIS DECLARATION made this 18 day of September—11 2012—, by SCOTT AND SUSAN AMBROSIO, residing at _1940 MASON DRIVE , hereinafter referred' to as "DECLARANT (S) " : W I T N E S S E T H WHEREAS, DECLARANT (S) is/are the owner (s) of certain real property located on _1940 MASON DRIVE _, CUTCHOGUE °" Town of Southold, County of Suffolk, -• State of New York, described in ,the Suffolk County Tax Map as District 1000, Section 104 Block —7—, Lot 16.1 which is more particularly w bounded and described as set forth in Schedule "A" annexed hereto, hereinafter rryk referred to as the Property; WHEREAS, the Property is situated on landa ,.within the jurisdiction .of the Trustees`; ursuarit '.of� ':.SoutYo,ld' herenaftex;.. Trustees° :of -the .Town, (`. Board 'of. - 4T J ,, > and to Chapter 275 of the Town Code " of f the Town} ofsoutiold `or its successor, ;r. sf ' various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT (S) therefore made application to the Trustees for a 8s permit pursuant' to the .Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake t3` such regulated activities, the Trustees required that a twenty foot wide non- disturbance buffer area to be established and subsequently maiantained from the established wetland line on the west side and a ten foot wide non-turf buffer c o -Z sequently maintained from the established wetland line o_ be estab__shed and subse Y 1 the eest .-sjd,�jj�..•:or .e-he t;�roperEv. , ArZ erJ S�•. k eK. iS+ 5 •wY- _ 2�w;. � � 't h.,, i..•,'�C.;�:t �t f � r x 'r"ht.+ CC-fir. �`:fi��ii9,,yyccx Upon the substantial completion of the aforementioned permitted activities there shall be established and subsequently maintained _wid �gU e non-disturbance buffer area to be established and subsequently maiantained from the established wetland line on the west side and a ten. foot wide non-turf buffer to be established and subsequently maintained from the established wetland line on the east side of the property. "non-turf buffer" as defined by Chapter 275 of the Town Code; and as depicted on the SURVEY/SITE PLAN LAST DATED AND STAMPED =?PRIOVED __ � ON 6/20/12 and 2) These covenants shall run with the land aiLG` sh-l_ c L=nd-r-a DECLARANT (S) , his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution o_^ tn= _rUSt2e5 8 P. t r ;e. IN WITNESS WHEREOF, the owner (s) Yes/have duly executed this instrument this day of (/Z`�DJ DU, 20_lz__ OWNER'S SIGNA-TURE OWNER'S SIGNATURE STATE OF NWiw ss: COUNTY OF /VAIS,+q On the ZZX" day of Gel -e,-� in the year 20..4= _before:__me_.the undersigned, a Notary Public in and for—said persona=llg`._;;"'appeared ScriT+ f SEtiu�+ h%-,brosjo personally ,. known to me or_.;,-;pr.gvedsao,.:me '.on'- .the.',,;hasis: :of: satisfactory, eViderice to..-:,be...the indiy dual,'(.$),. whose: name(s) /are. ,-subscribed -to: :' k,,...,'.' •2S W.1,,. , the within iristruinent 'and `acknowledged to `me "th`at"Yeythey executed the same' in h �/their capacity, and that by h - /their signature (s) on the instrument, the individual or the persons on behalf of which the individual (s) acted, executed the instrument. , h. ;; _ yyy, y+, 'f .+Y 4r y : r y. - 1 oyar s © #ai;is �JaJ0/n06•AuAiunomjjo}}ns*mmm rY--I MoN•OD t_nRLL AN `peauaanIU `aniaa 19Ju90 OLE `AS01A 137 94 i JUN J 2012 FRO St"^41911 .-a TWB AL b she x� AL AL � y plc i to . +` EX. TRODDEN PATH TO BE ABANDONED � to atIl� NEW 4' PATH TO DOCK 50 , TO BE MAINTAINED AA x a.`s ;} A1rc i 2m 2-U r'k AL �\ \ !M ,moi 12' INCLINED RAMP ALW x1.0 {\_ DV PPROVTb� WARD O"RUSTEES"` �4� / `y►�% x $4 CATWALK TOWN OF S06THOLD � DATA - 6,X:2 may/� /�y+_� -'=-Y -COVE VL.J Title No. 08-AS-39657` M. SCHEDULE A L that certain plot,piece or parcel of land, situate,lying and being in the Hamlet of Cutchogue, AL in the Township of Southold, County of Suffolk and State 104.00 Block 0 shown00 Lo 016 OOla more the Suffolk County Tax Map as Distract lOQO, S particularly bounded and described as follows: BEGINNYNG at a point in the Southerly side of Masowith the Eberlpoint d of Broadwaters Dnive; the intersection of the Southerly side of Mason Drive RUNNING THENCE along the Southerly side of Mason Drive,North 72 degrees 24 minutes 30 seconds East 7793 feet to a point; e Southerly side ofMason Drive,North 77 degrees 51 minutes 50 seconds THENCE still farther in th East 137.94 feet to a point and lauds now or formerly of Comorau and Nord; THENCE along the aforesaid land now or formerly of Comorau and Nord, South 13 degrees 08 minutes 10 seconds East 371.71 feet to the shoreline of Broadwaters Cove; ers Cove the following courses and distances: TI3ENCE along the shoreline of Broadwat 1. North 47 degrees 45 minutes 19 seconds West 144.46 feet; rites 50 seconds West 60.26 feet; 2. South 66 degrees 18 min I ' 3. South 4 degrees 55 minutes 40 seconds West 47.66 feet; C 4. North 60 degrees 44 minutes 50 seconds West 86.43 feet to lands now or formerly of McQuaid Living Trusts; A: T�NCE along the aforesaid lands of McQuaid Living Trusts, North 12 degre Cees 08 minutes 10 seconds West 247.29 feet to the point or place of BEGINNING. N) i . Oti SAID Premises are known and designated as District 1000, , Block 07 .00., Lot 016 .001 . Secion 104 .00 and The policy to be issued under this report will insure the title to sucstitute real hproperty. -4] buildings FOR improvements erected on the premises which by law con CONVEYANCINGof the first pari,of,in and Real ONLY TOGETHER with all the right,title and interest of the party Tax to the land lying in the street in front of and adjoining said premises. Al Verii 6 S J i yG�✓ I�+c l¢ TD 1-3 f TD Mail tn• ,n REScheck Software Version 4.6.5 Compliance Certificate Project 1940 Mason Drive Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,463 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1940 Mason Drive Scott Ambrosio Brecht Kehl Design Cutchogue, NY 11935 1940 Mason Drive 631-433-9084 Cutchogue, NY 11935 ssbn654@hotmail.com 516-644-3710 scoff@rebmannphc.com Compliance: Passes using UA trade-off Compliance: 8.6%Better Than Code Maximum UA: 370 Your UA: 338 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 Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,343 30.0 0.0 0.035 47 Wall 1:Wood Frame, 16"o.c. 2,544 21.0 0.0 0.057 122 Window 1:Wood Frame:Double Pane 309 0.300 93 SHGC: 0.30 Door 1: Glass 82 0.300 25 SHGC: 0.30 Door 2:Solid 21 0.350 7 Floor 1:All-Wood Joist/Truss:Over Outside Air 1,343 30.0 0.0 0.033 44 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been design eet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements lis in the check Inspection Checklist. Name-Title Signature Dat Project Title: 1940 Mason Drive Report date: 09/05/19 Data filename:\\192.168.1.58\users\dan\Desktop\In Progress Jobs\1940 Mason Drive\1940 Mason Page 1 of 9 Drive.rck I REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, (Construction drawings and ❑Complies :Requirement will be met. 103.2 documentation demonstrate []Does Not [PRI]1 energy code compliance for the 4 building envelope.Thermal ❑Not Observable ; envelope represented on t .• ❑Not Applicable E i 1 construction documents. I 103.1, Construction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 !lighting and mechanical systems. I' [-]Not Observable ; systems serving multiple ❑Not Applicable (dwelling units must demonstrate s {compliance with the IECC ; 'Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: Heating: I❑Complies ;Requirement will be met. 403:7 !sized per ACCA Manual S based Btu/hr I Btu/hr I❑Does Not I [PR2]2 ion loads calculated per ACCA I I Manual J or other methods Cooling: Cooling: ❑Not Observable I I approved by the code official. Btu/hr I Btu/hr ❑Not Applicable I 1 1 I I Additional Comments/Assumptions: 11 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1940 Mason Drive Report date: 09/05/19 Data filename: \\192.168.1.58\users\dan\Desktop\ln Progress Jobs\1940 Mason Drive\1940 Mason Page 2 of 9 Drive.rck Section #. Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 ;A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [F011]z I protect exposed exterior insulation 1❑Does Not land extends a minimum of 6 in. below ; grade. UNot Observable, ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 l installed. ;❑Does Not I❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 1940 Mason Drive Report date: 09/05/19 Data filename: \\192.168.1.58\users\dan\Desktop\In Progress Jobs\1940 Mason Drive\1940 Mason Page 3 of 9 Drive.rck Section Plans Verified . Field Verified # Framing/.Rough-In Inspection Value Value Complies? Comments/Assumptions. & Req.ID 402.1.1, ;Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 I T❑Does Not ;table for values. [FRl]1 I ❑Not Observable } ; ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). ;❑Does Not table for values. 402.3.3, I I 402.5 ' ![-]Not Observable [FR2]1 ;❑Not Applicable I I I 303.1.3 I U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 rare determined in accordance ";:. []Does Not `I with the NFRC test procedure or h Mtaken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier `. ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ` ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 d Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 E is listed and labeled as meeting = ❑Does Not `AAMA/WDMA/CSA 101/I.S.2/A440 - or has infiltration rates per NFRC ,? ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 402.4.5. ;,IC-rated recessed lighting fixtures ;.; ❑Complies ;Requirement will be met. [FR16]2 (sealed at housing/interior finish ❑Does Not ;and labeled to indicate 52.0 cfm ; leakage at 75 Pa. ❑Not Observable ❑Not Applicable ; 403.3.1 {Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct is 3 ❑Does Not 19 1>= 3 inches in diameter and >_ s R-6 where<3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>=3 inches and R-4.2 ;for<3 inches in diameter. 403.3.5 !Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not rR'S1 1 .j Y i �:. ❑Not Observable ; ❑Not Applicable 403.4 ;HVAC piping conveying fluids R- ; R- ;❑Complies ;Exception: Requirement is [FR17]2 above 105°F or chilled fluids ❑Does Not not applicable. below 55°F are insulated to>_R- ' J i3 ; ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Exception: Requirement is [FR24]1 piping. ❑Does Not ;not applicable. ❑Not Observable I ❑Not Applicable 403.5:3 ;Hot water pipes are insulated to R- ; R- ;❑Complies ;,Exception: Requirement is [FR18]2 >_R-3. 1❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies !Requirement will be met. [FR19]2 installed on all outdoor air _.. ;Af";a4 ❑Does Not intakes and exhausts. ;.[]Not Observable I ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: 1940 Mason Drive Report date: 09/05/19 Data filename: \\192.168.1.58\users\dan\Desktop\In Progress Jobs\1940 Mason Drive\1940 Mason Page 4 of 9 D rive.rck Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1940 Mason Drive Report date: 09/05/19 Data filename: \\192.168.1.58\users\dan\Desktop\In Progress Jobs\1940 Mason Drive\1940 Mason Page 5 of 9 Drive.rck Section # Insulation Inspection Plans Verified Field Verified , Complies? Comments/Assumptions & Req.ID Value Value 303.1 1All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]z iorthe installed R-values ❑Does Not I provided. 1 ❑Not Observable 1 ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- I R- I❑Complies ;See the Envelope Assemblies 402.2.6 i ❑ Wood I❑ Wood :❑Does Not I table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, SFloor insulation installed per ❑Complies !Requirement will be met. 402.2.7 manufacturer's instructions and I' ❑Does Not I [IN2]1 in substantial contact with the I underside of the subfloor, or floor ❑Not Observable ! `framing cavity insulation is in []Not Applicable contact with the top side of . sheathing,or continuous I insulation is installed on the ! underside of floor framing and extends from the bottom top of all perimeter floor framing ! members. y_ I 402.1.1, Wall insulation R-value. If this is a: R- ! R- 1❑Complies !See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the E] Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 wall insulation on the wall 1❑ Mass !❑ Mass :❑Not Observable [IN3]1 lexterior,the exterior insulation ❑ Steel !E] Steel !❑Not Applicable I requirement applies(FR10). f I I I I 303.2 ;Wall insulation is installed per IE]Complies (Requirement will be met. [IN4]1 :manufacturer's instructions. ❑Does Not I []Not Observable I I []Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1940 Mason Drive Report date: 09/05/19 Data filename:\\192.168.1.58\users\dan\Desktop\ln Progress Jobs\1940 Mason Drive\1940 Mason Page 6 of 9 Drive.rck Section Plans'Verified Field Verified # Final Inspection Provisions Value Value Complies?. Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ! R- ; R- :❑Complies ;See the Envelope Assemblies 402.2.1, 1 ;❑ Wood ;❑ Wood ;❑Does Not I table for values. 402.2.2, :❑ Steel !❑ Steel :❑Not Observable 402.2.6 [Fill' l I: :I❑Not Applicable , , 303.1.1.1,l Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 !manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every wr.? 1300 ft2. _ ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable t >.= _ ❑Complies ;Requirement will be met. [FI22]2 insulation include baffle adjacent : ❑Does Not to soffit and eave vents that 1R extends over insulation. []Not Observable ; : ❑Not Applicable 402.2.4 IAttic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI311 linsulation >_R-value of the : : ❑ I Does Not , 'adjacent assembly. I I I '❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = : ACH 50 = :❑Complies :Requirement will be met. [FI17]1 lath in Climate Zones 1-2, and I I :❑Does Not ! <=3 ach in Climate Zones 3-8. I : I :❑Not Observable : :,[]Not Applicable 403.3.4 :Duct tightness test result of<=4 cfm/100 cfm/100 I❑Complies ;Requirement will be met. [FI411 :cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not I<=3 cfm/100 ft2 without air handier @ 25 Pa.For rough-in :❑Not Observable (tests,verification may need to : :❑Not Applicable ; ;occur during Framing Inspection. 403.3.3 :Ducts are pressure tested to cfm/100 : cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 :determine air leakage with : ftz : ft2 !❑Does Not ;either: Rough-in test:Total I leakage measured with a :❑Not Observable 1pressure differential of 0.1 inch : I :❑Not Applicable ; lw.g,across the system including ithe manufacturer's air handler ,enclosure if installed at time of : I test. Postconstruction test:Total : leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air ; :handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [F[24]1 :by manufacturer at<=2%of ❑Does Not :design airflow. ❑Not Observable ! ❑Not Applicable 403.1:1 ;Programmable thermostats s ._,;:.:'; ❑Complies ;Requirement will be met. [FI9]2 :installed for control of primary `s, ','- .,,fj' ❑Does Not heating and cooling systems and - I initially set by manufacturer to []Not Observable :code specifications. ❑Not Applicable 403.1.2. ;Heat pump thermostat installed : .: ❑Complies ;Exception: Requirement is [FI10]z !on heat pumps. ❑Does Not !not applicable. i ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies :Requirement will be met. [FI1112 systems have automatic or ❑Does Not !accessible manual controls. ! ❑Not Observable E ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1940 Mason Drive Report date: 09/05/19 Data filename: \\192.168.1.58\users\dan\Desktop\In Progress Jobs\1940 Mason Drive\1940 Mason Page 7 of 9 Drive.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re"q.ID 403.6.1 ;All mechanical ventilation system ;. ❑Complies !Requirement will be met. [F12512, !fans not part of tested and listed 4 ❑Does Not ;HVAC equipment meet efficacy ❑Not Observable land airflow limits. ; ❑Not Applicable ; 403.2 I Hot water boilers supplying heat ❑Complies :Exception: Requirement is [FI26]2 !through one-or two-pipe heating t ❑Does Not :not applicable. systems have outdoor setback ❑Not Observable !control to lower boiler water !temperature based on outdoor ❑Not Applicable ;temperature. 403.5.1.1 Heated water circulation systems '. ❑Complies ;Exception: Requirement is [FI28]2 have a circulation pump.The ❑Does Not :not applicable. system return pipe is a dedicated return pipe or a cold water supply _ ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are a" not present.Controls for ' circulating hot water system E pumps start the pump with signal ; for hot water demand within the ; occupancy.Controls automatically turn off the pump when water is in circulation loop 1 , is at set-point temperature and no demand for hot water exists. ; 403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [F129]2 !comply with IEEE 515.1 or UL ❑Does Not not applicable. 1515.Controls automatically adjust the energy input to the []Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the ; piping. ; 403.5.2 Water distribution systems that ❑Complies !Exception: Requirement is [F130]2 have recirculation pumps that []Does Not not applicable. pump water from a heated water :supply pipe back to the heated []Not Observable water source through a cold r ❑Not Applicable :water supply pipe have a , ;demand recirculation water ; jsystem. Pumps have controls _ I ;that manage operation of the ; pump and limit the temperature of the water entering the cold !water piping to 1049F. ; 403.5.4 ',Drain water heat recovery units ❑Complies ;Exception: Requirement is [FI31]2 ;tested in accordance with CSA ❑Does Not not applicable. 1355.1. Potable water-side pressure loss of drain water heat ❑Not Observable I recovery units<3 psi for ❑Not Applicable individual units connected to one ;or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for ; individual units connected to ; three or more showers. 404.1 ;75%of lamps in permanent ❑Complies ;Requirement will be met. [FI6]1 !fixtures or 75%of permanent F ❑Does Not ;fixtures have high efficacy lamps. ; Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable ; 404.1.1 "`Fuel gas lighting systems have ❑Complies :Requirement will be met. [F123]3 ;no continuous pilot light. ❑Does Not ! ❑Not Observable ❑Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1940 Mason Drive Report date: 09/05/19 Data filename:\\192.168.1.58\users\dan\Desktop\In Progress Jobs\1940 Mason Drive\1940 Mason Page 8 of 9 Drive.rck Section Plans Verified Field Verified, # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID O7 ❑DoNot . Compliance certificate posted. mpRequirement will be met. ❑Not Observable 1 ❑Not Applicable 303.3 ;Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 1 mechanical and water heating []Does Not 1 1 systems have been provided. 1 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1940 Mason Drive Report date: 09/05/19 Data filename: \\192.168.1.58\users\dan\Desktop\In Progress Jobs\1940 Mason Drive\1940 Mason Page 9 of 9 Drive.rck 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments Crawlspace N 1" CRA IIZSP_1(1 1" lo' 1. 16" Sup Ris x 16" 12 4 1" 5.. Om b" 7. Mechanical Legend Sheet Metal Supply Trunk Sheet Metal Return Trunk Flax Duct Supply Grile/Register. GniklRegisler Above Well Grik Register Job#: 1940 Mason Drive Scale:1 :94 Performed by Gerson Rubio for: Home Energy Solutions Pae 1 Scott Ambrosio 9 187 E Main St FtightSuite®Universal 2019 1940 Mason Drive Huntington,NY 11743 Cutchogue,NY 11935 9 19.0.09 R Phone:631-673-0664 2019-Sep-0S5 16:3916:39:: 44 home-energysolutions.com gdlamay3@gmail.com ...Mason Drive\1940 Mason Driven 1st Floor N ®123 cf. t� 133 clm LlVING/DOVIN Sup Ri= 16" ®123iih' 3'_'fm 800 can APUD ROW LAUNDRI 101 cfia Mechanical LeW4 I Sheet Metal Supply Trunk A Sheet Metal Return Trunk Flex Duct Supply GnllelRegister GnllelReglster Above Wall Grille/Register Job#: 1940 Mason Drive Home Energy Solutions Scale:1 :94 Performed by Gerson Rubio for: Page Scott Ambrosio 187 E Main St RightSuite®Universal 2019 1940 Mason Drive Huntington,NY 11743 19.0.09 RSU25299 Cutchogue,NY 11935 Phone:631-673-0664 2019-Sep-05 16:39:45 home-energysolubons.com gdlamay3Qgmail.com Mason Drive\1940 Mason Drive. 2nd Floor .WASTER BATF. MASTER BEDROOAm 38 c , 85 cr BEDROaLf .. a" 85crm 7 6" ��. 10r6' 6z 10 R Y ?4cm Y R y� 6" �y 6800 cfin 4" Y87 cfin 86 con 35 canHigh.Low wall to ftt grille HALL BEDROOM 6., B4TK1 + BEDROOM 87 dm 86 cfnr Mechanical t eg --_. Sheet Metal Supply Trunk Sheet Metal Return Trunk Flex Duct j Supply GHIle/Reglster GnllelRegister Above Wap GHIleIRegisler Job#: 1940 Mason Drive Home Energy Solutions Scale:1 :94 Performed by Gerson Rubio for: Page 3 Scott Ambrosio 187 E Main St RightSuite®Universal 2019 1940 Mason Drive Huntington,NY 11743 19.0.09 RSU25299 Cutchogue,NY 11935 Phone:631-673-0664 2019-Sep-05 16:39:45 home-energysolutions.com gdlamay3Qgmail.com ...Mason Drive\1940 Mason Driver All exterior lighting APPROVED AS NOT9D Installed,replaced or a repaired shall conform DATE: B.P:i -31 to Chapter 172 FEE: Y: of the Town Code NOTIFY BU DING DEPARTMENT AT . 76540.210 TO 4 PM FOR THE FOLLOWING INSPECTIONS: T. FOUNDATION - TWO REQUIRED Blower door FOR POURED CONCRETE and ductwork 2: ROUGH '-':'FRAMING & PLUMBING 3. INSULATION testing required. 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOP C.O. ALL:CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW Must provide Manuals YORK STATE. NOT RESPONSIBLE FOR D,J and S as per DESIGN OR CONSTRUCTION ERRORS. NYS Energy Code COMPLY WITH ALL CODES OF Fire separation NEW YORK STATE & TOWN CODES required as per AS REQUIRED AND CONDITIONS OF NYS Code OARD _PLUMBER CERTIFICATION SOUTHOLD TOWN TRUSTEES ON LEAD CONTENT BEFORE NrY.S.DEC CERTIFICATE,OF OCCUPA NG , SOLDER USED IN WATER SUPPLkSYSTEM CANNOT EXCEED'2110 OF i% LEAD. OCCUPANCY OR USE IS UNLAWFUL TRUSS PLACARDING REQUIRED WITHOUT CERTIFICATE ELECTRICAL OF OCCUPANCY INSPECTION REQUIRED DRAINAGE INSPECTIONS ARE REQUIRED i�LUMBItVG WASTE... Contact TOS Engineering at 765.1560 before _. /TER.LINES NEED eackfill,OR Provide Engineer's Certification BEFORE COVERING that the drainage has been installed to Code. WIL :'..T10NYL`OCATION `_Y R BEE"PPROVED. y. ^ REScheck Software Version 4.6.5 Compliance Certificate Project 1940 Mason Drive Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,090 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1940 Mason Drive Scott Ambrosio Brecht Kehl Design Cutchogue, NY 11935 1940 Mason Drive 631-433-9084 Cutchogue, NY 11935 ssbn654@hotmail.com 516-644-3710 scott@rebmannphc.com Passes using UA trade-off " Compliance: 9.8%Better Than Code- Maximum UA: 326 Your UA: 294 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 Gross Area Cavity Cont. Perimeter Ceiling 1: Cathedral Ceiling 1,447 38.0 0.0 0.027 39 Wall 1:Wood Frame, 16"o.c. -- - 1,925 25.0 0.0 0.053 80 Window 1: Wood Frame:Double Pane 309 0.300 93 SHGC: 0.30 Door 1: Glass 82 0.300 25 SHGC: 0.30 Door 2: Solid 21 0.350 7 Floor 1:All-Wood joistlTruss:Over Outside Air - 1,138 21.0 0.0 0.044 50 Compliance Statement: The proposed building design described here is consis Ant with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has en designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with"the mandatory requirements li ed i the REScheck Inspection Checklist. Name-Title 0 Signature Date Project Title: 1940 Mason Drive Report date: 03/06/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\1940 Mason Drive\1940 Mason Drive.rck Page 1 of 9 l REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies ;Requirement will be met. 10 .2 documentation demonstrate []Does Not �[PR1]1 energy code compliance for the U building envelope.Thermal ❑Not Observable ; envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate []Does Not 403.7 energy code compliance for ; ❑Not Observable [PR3]1 lighting and mechanical systems. `U Systems serving multiple ❑Not Applicable ; dwelling units must demonstrate ; compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 sized- ACCA Manual S based 1 Btu/hr I Btu/hr UDoes Not [PR2]z `on loads calculated per ACCA Cooling: Cooling: I 11 `Manuall or other methods ; ; 1❑Not Observable E approved by;the code official. Btu/hr ; Btu/hr ❑Not Applicable 1 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1940 Mason Drive Report date: 03/06/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\1940 Mason Drive\1940 Mason Drive.rck Page 2 of 9 Section # Foundation Inspection Complies?. Comments/Assumptions & Req.ID 303.2.1 ;A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [FO11]2 I protect exposed exterior insulation T Does Not land extends a minimum of 6 in. below Rgrade. ❑Not Observable; ❑Not Applicable 403.9jSnow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 `installed. ;❑Does Not V ; UNot Observable ❑Not Applicable Additionipl Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1940 Mason Drive Report date: 03/06/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\1940 Mason Drive\1940 Mason Drive.rck Page 3 of 9 section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? I Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies :See the Envelope Assemblies 402.3.4 I ![]Does Not ;table for values. [FRl]l I ;❑Not Observable ;❑Not Applicable 402.1.1, IGlazingU-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, {average). ❑Does Not ;table for values. 402.3.3, ;❑Not Observable ; 402.5 ; [FR2]1 ; ;❑Not Applicable 303.1.3 1!U-factors of fenestration products i ❑Complies ;Requirement will be met. [FR4]1 ;are determined in accordance ❑Does Not J with the NFRC test procedure or i (taken from the default table. {❑Not Observable C I❑Not Applicable ; 402.4.1.1 JAir barrier and thermal barrier ❑Complies :Requirement will be met. [FR23]1 I installed per manufacturer's ❑Does Not instructions. ; {❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built i i ,❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting I❑Does Not u AAMA/WDMA/CSA 101/1.5.2/A4401 I I or has infiltration rates per NFRC ! ❑Not Observable ; 400 that do not exceed code € {❑Not Applicable ; limits. { { 402.4.5 11C-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 I sealed at housing/interior finish t❑Does Not land labeled to indicate :52.0 cfm �leakageat75 Pa------ []Not Observable ; - IE]Not Applicable 403.3.1 -_;Supply=and return ducts_in attics= , i ❑Complies ;Requirement will be met. [FR12]1 insulated->,= R-8 where duct is !❑Does Not >=3Inches in diameter and >= v ;R-6_wK&e_<3-inches.Supply and ;❑Not Observable ; return ducts in 1.oth'er portions of {❑Not Applicable ; ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 Ifor<3 inches in diameter. I 403.3.5 1 Building cavities are not used as ❑Complies :Requirement will be met. [FR15]3 I ducts or plenums. ; #❑Does Not ; NO i _ ❑Not Observable ; ❑Not Applicable ; 403.4 HVAC piping conveying fluids ; R- ; R- ;❑Complies ;Exception: Requirement is [FR17]2 !above 105°F or chilled fluids - . _ .. 1 ;❑Does Not not applicable. below 55°F are insulated to ?R- i V 3 - _._ :[-]Not Observable ; ! ;❑Not Applicable 403.4.1 ;Protection of insulationon.HVAC ❑Complies ;Exception: Requirement is [FR24]1 piping. ____ _____ ; ❑Does Not not applicable. U ; {❑Not Observable ;❑Not Applicable 403.5.3 'Hot water pipes are insulated to ; R- - ; R- 1❑Complies :Exception: Requirement is [FR18]2 `>_R-3. 1 ;❑Does Not :not applicable. J ; ; ;❑Not Observable ! ;❑Not Applicable 403.6 EAutomatic or gravity dampers are'€ ❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air s ❑Does Not intakes and exhausts. i} []Not Observable ; ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1940 Mason Drive Report date: 03/06/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\1940 Mason Drive\1940 Mason Drive.rck Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1940 Mason Drive Report date: 03/06/19 Data filename: \\OFFICE6\Users\dan\Desktop\ln Progress Jobs\1940 Mason Drive\1940 Mason Drive.rck Page 5 of 9 Section Plans Verified Field Verified . # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 JAII installed insulation is labeled } j❑Complies ;Requirement will be met. [IN13]2 lorthe installed R-values t ❑Does Not J i provided. I i ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- 1❑Complies ;See the Envelope Assemblies 402.2.6i ❑ Wood ❑ Wood I❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable U ; ;❑Not Applicable , 303.2, Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the # ❑Not Observable U underside of the subfloor, or floor I framing cavity insulation is in S {❑Not Applicable ; contact with the top side of I ; sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing i members. ; 402.1.1 lWall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;ElWood ;❑Does Not table for values. 402.2.6 wall insulation on the wall {❑ Mass ❑ Mass :❑Not Observable [IN3]1 exterior,the exterior insulation E] Steel E] Steel ❑Not Applicable requirement applies(FR10). 303.2 Wall insulation is installed per_ ❑Complies Requirement will be met. [IN4]1 manufacturer?s instructions. []Does Not - - ❑Not Observable I❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1940 Mason Drive Report date: 03/06/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\1940 Mason Drive\1940 Mason Drive.rck Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ! ❑ Wood ❑ Wood E❑Does Not ;table for values. 402.2.2, 402.2.6 E] Steel E] Steel :❑Not Observable [Fill' ! ; ; ;❑Not Applicable ; I 1 i i i 303.1.1.1,;Ceiling insulation installed per < ❑Complies ;Requirement will be met. 303.2 !manufacturer's instructions. _ ❑Does Not [FI211 ;Blown insulation marked every I 300 ft2. ❑Not Observable ' I ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ;Requirement will be met. [F122]2 insulation include baffle adjacent 4 ❑Does Not Ito soffit and eave vents that ❑Not Observable extends over insulation. ; i J❑Not Applicable 402.2.4 I Attic access hatch and door ; R- ; R- ;❑Complies ;Requirement will be met. [FI311 f insulation>_R-value of the :❑Does Not adjacent assembly. '❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = 1❑Complies ;Requirement will be met. [FI1711 E ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ; ❑Not Observable ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI411 cfm/100 ft2 across the system or ft2 ft2 PDoes Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25:Pa. For rough-in ; ;tests verification m=ay need to ; ;❑Not Applicable ; ;occur during Framing Inspection. 403.3.3-_ Ducts_are pressure_tested to_ _;_ cfm/100 cfm/100 ;❑Complies ;Requirement will be met. ._ [F12711 �determine;airjakage with ft2 ft2 ❑Does Not ;either: Rough-in test:Total ; leakage-measured with a ❑Not Observable pressure differential 'of 0.1 inch ; ;❑Not Applicable ; w.g,across the system including ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch ; w.g.across the entire system ;including the manufacturer's air handler enclosure. ; 403.3.2.1 ;Air handler leakage designated T❑Complies ;Requirement will be met. [F[24]1 ;by manufacturer at<=2%of < �❑Does Not design air flow. i❑Not Observable ;❑Not Applicable 403.1.1 i Programmable thermostats ❑Complies :Requirement will be met. [FI9]2. Z installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to #❑Not Observable ; code specifications. ;❑Not Applicable ; 403.1.2 Heat pump thermostat installed ; ❑Complies ;Exception: Requirement is [FI10]2 !on heat pumps. ❑Does Not not applicable. ! iElNot Observable {❑Not Applicable 403.5.1 Circulating service hot water 10Complies ;Requirement will be met. [Fl systems have automatic or k ❑Does Not accessible manual controls. } Observa❑Not Applicablee ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1940 Mason Drive Report date: 03/06/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\1940 Mason Drive\1940 Mason Drive.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6. JAII mechanical ventilation system ;❑Complies :Requirement will be met. [FI25] fans not part of tested and listed Not HVAC equipment meet efficacy and airflow limits. ❑Not Observable ; IE]Not Applicable ; 403.2 ;Hot water boilers supplying heat ❑Complies !Exception: Requirement is [FI26]2 Ithrough one-or two-pipe heating t I❑Does Not :not applicable. (systems have outdoor setback Icontrol to lower boiler water } #❑Not Observable ;temperature based on outdoor I ❑Not Applicable ;temperature. f 403.5.1.1 Heated water circulation systems} !❑Complies ;.Exception: Requirement is [FI28]2 have a circulation pump.The I ❑Does Not not applicable. system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply`6 F❑Not A erva e pipe.Gravity and thermos- i pp syphon circulation systems are i S not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump ttt when water is in circulation loop } is at set-point temperature and no demand for hot water exists. , 403.5.1.2 Electric heat trace systems �❑Complies !Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically ! adjust the energy_input to the I❑Not Observable ; heat tracing-to maintain the ❑Not Applicable ; desired water temperature in the piping. s ; 403:5.2 Water-distribution systems-that—+= - lElcom plies ;Exception: Requirement is [F130]z have recirculation pumps-that-- `.:::. ❑Does Not not applicable. !pump water from a heated water I ; !supply pipe back to the heated ❑Not Observable , !water source through a cold t❑Not Applicable water supply pipe have a , ;demand recirculation water q' ; =system. Pumps have controls i that manage operation of the pump and limit the temperature ; E of the water entering the cold water piping to 1049F. 403,5.4 Drain water heat recovery units ❑Complies ;,Exception: Requirement is [F131]z !!tested in accordance with CSA ❑Does Not not applicable. E B55.1. Potable water-side ii pressure loss of drain water heat ❑Not Observable ; E recovery units <3 psi for ; J❑Not Applicable individual units connected to one i !or two showers. Potable water- I ; !side pressure loss of drain water ] E heat recovery units< 2 psi for a individual units connected to jthree or more showers. { 404.1 ;75%of lamps in permanent - ❑Complies ;Requirement will be met. [FI6]1 :fixtures or 75%of permanent ❑Does Not :fixtures.have_high efficacy lamps. i ;Does not apply to low-voltage ❑Not Observable lighting. iElNot Applicable ; 404.1.1 Fuel gas lighting systems-have ❑Complies ;Requirement will be met. [FI23]3 no continuous pilot light. []Does Not J []Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1940 Mason Drive Report date: 03/06/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\1940 Mason Drive\1940 Mason Drive.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 GCompliance certificate posted. ❑Complies ;Requirement will be met. [FI7]2 ❑Does Not r ❑Not Observable I ❑Not Applicable 303.3 ;Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 I mechanical and water heating ❑Does Not I ;systems have been provided. I ❑Not Observable IE]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1940 Mason Drive Report date: 03/06/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\1940 Mason Drive\1940 Mason Drive.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 25.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION C 0 1 T R A C T 0 R N 0 T E S 1 GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONALHLIH General Notes: did RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. qw Wood: GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 cr better. 2. FIRE SAFETY: 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, KEW YORK, 2015 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 UHL DESIGN ASSOCIATES, LLQ INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B. LOCKED AREA. residential & commercial design * consulting 2. UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTCR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: (631]433-9094 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown on architectural cross sections. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer, MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonIine.neI 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC 9 formerly D A K ASSOCictes,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, ..AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. (JWNLRSHIP & USE OF DOCUMENTS: 5. 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 These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others or used in connection 6. with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. 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 7. E = 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Flp 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): 9. E = 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Flp = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. 11 . ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC, HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE 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 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARERELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. NOT FOR 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARN MONOXIDE DETE SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH 2015 INTERNATIONALBORESIDENTIAL CODECTORS CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SNOW DESIGN FROST LINE I DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY PROFESSIONAL 25 lbs/sqft 130 (mph) C SEVERE 3'-0" - MODERATE TO HEAVY SLIGHT TO MODERATE 11 decrees YES 1984/1998 C NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PRESCRIPTIVE DESIGN AND MINIMUM CONCENTRATED LIVE LOADS ALL STRUCTURES TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE 0-_,�I;PANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL" 01\11' AND - TWO FAMILY DWELLINGS (Psf) (pounds) 11 1609.1.2 PROTECTION OF OPENINGS UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND 'RESCUE REQUIREMENTS. USE OCCUPANCY UNINHABITABLE ATIICS W11HOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS i. j, k OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 RESIDENTIAL R-3 (SINGLE FAMILY) UNINHABITABLE ATTICS W11-H LIMITED STORAGE 20 REFERENCED HEREIN AS FOLLOWS; ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A. CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR ."EACH CASE. TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND Si.CEPING AREAS< 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996. TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL NAILING NOTES: MEET THE PROVISIONS OF THE SMALL MISSILE TEST OF ASTM E ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL V B ALL OTHER AREAS 40 EXCEPTION: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1F, INCH (11.1mm) AND HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS MAXJMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROJECT: 2 2 PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR NO SUBSTITUTIONS HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH 645.16 mm 1 SQUARE FOOT 0.0929 m LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL 1 POUND PER SQUARE FOOT = 0.0479 I<N/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE All framing hardware shown on these plans, 1 POUND PER CUBIC FOOT = 16 kg/M' OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE HEIGHT, BUILDING PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED unless otherwise indicated, is Simpson Strong-Tic, THE VERTICAL DISTANCE FROM GRADE PLANE TO THE AVERAGE HEIGHT OF e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO No substitutions are approved or authorized. THE HIGHEST ROOF SURFACE UNLIMITED AREA 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCOIRDANCE WITH 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE F V� BETWEEN JOISTS AND RAFTERS 1S LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716mm) OR LESS WHERE E =24'-01" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 1. UNINHABITABLE ATTI(_ oilHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED Due to the retationships of -Framing hardware to INTERNATIONAL RESIDENTIAL CODE the other components of the structure, any framing RE" I "O"A U16" UPDATED WITH THE 2016 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES VOT EXCEED 140 MPH INTERNATIONAL CODE SUPPLEMENT. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). hardware substitutions will render these plans OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED null and vold, and Wilt result in the installer/contractor TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY 1 BUILDINGS, INCLUDING GREENHOUSES THAT ARE assuming responsibility for the design and 1940 MASON DRIVE 29'-411, OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT performance of the entire system, CUTCHOGUE, NY, 11935 TOTAL HEIGHT FROM RIDGE TO GRADE J. UNINHABITABLE ATTICS INITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY 11, 111 OR IV BUILDINGS LOCATED OVER 60 FEET ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (15,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE LUMBER SPECIES AND GRADE THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL PERMITTED TO BE UNPROTECTED. THE LIVE LOAD NEED ONLY RE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER BOTTOM CHORDS WHERE ALL 011 THE FOLLOWING CONDITIONS ARE MET: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE DRAWING TITLE: i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH LIMITATION$ OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER BY 30 INCHES IN LENGTH SHAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. NOT LESS THAN 30 INCHES GENERAL NOTES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d THE REMAINING PORTIONS OF .iHE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - AREAS OF STRUCTURE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING (INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) NOTES: THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. CRAWL SPACE 816 sq. ft. K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 ( ) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW CRAWL SPACE 254 sq. ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. BASEMENT NA ROOMS. NO. 8 WOOD SCREW- FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR NA BASED ANCHOR WITH 2 16 10 8 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FIRST FLOOR LIVING AREA 1138 sq. ft. INCH EMBEDMENT LENGTH EX. SECOND FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO -iHE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- SECOND FLOOR LIVING AREA FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 952 sq. ft. OF THE INTERNATIONAL BUILDING CODE UF D,-�TED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL- DATE: - INCH EMBEDMENT LENGTH NEW BALCONY NA �__ OF N T I SEPTEMBER 29, 2018 LOFT NA Y4 INCH DIAMETER LAGSCREW- 0 BASED ANCHOR WITH 2 16 12 9 0. 13 PROJECT NO: NA COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ATTIC (HOUSE)(o) PRESCRIPTIVE DESIGN CRITERIA RE01u:FlEMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH ATTIC (HOUSE)(b) NAALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED DRAWN BY: 1036-2018 RESIDENTIAL CODE UPDATED WITH THE'2016 INTERNATIONAL CODE SUPPLEMENT. GARAGE NA UNDER FEDERAL COPYRIGHT LAW. y._" ATTIC GARAGEoNA NOTE: THE BUILDING THERMAL ENVELOPE FOR TJ BDK ( )( ) PIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR Sk 1 inch 25.4 mm, 1 FOOT 304.8 mm, 1 pound 4.448 N, 1 mile per hour 0.447 m/s HOUSE FINISH FLOOR HEIGHT TO PLANS MAY NOT BE REPRODUCED WITHOUT CHECKED BY: BONUS ROOM NA INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. WRITTEN AUTHORIZATION, SCREENED PORCHES NA o. This table is based on 140 mph wind speed and a 45-foot mean roof height. BE 10. 5 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SUNROOM NA (SEE PAGE A102 FOR DETAILS). b. Fasteners shall be installed at opposing ends of the wood structural panel. KEHL DESIGN ASSOCIATES, LLC. 0 10 08, SHEET NUMBER: SIDE DECK 75 sq. ft. Fasteners shall be located a minimum of 1 inch from the edge of the panel. FLOOD ELEVATION IS AE 6. 01 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE S I A COVERED PATIO 307 sq. ft. c. Anchors shall penetrate through the exterior wolf covering with on embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN COVERED ENTRANCE 113 sq. ft. length of 2 inches minimum into the building frame. Fasteners shall be located -7// G PROOF OF PURCHASE. IN POOL HOUSE/ CABANA NA a minimum of 2Y2 inches from the edge of concrete block or concrete. Acceptance of these drawings does not authorize the right to build without ACCESSORY STRUCTURE NA d. Where panel ore attached to masonry or masonry stucco, they shall be attached UNCOVERED PATIO 368 sq. ft. using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF of 1,500 pounds, of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. 0 KEHbDESIGN-ASSOMTES, (b) WITH STORAGE t SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTIONUSE //� �,b /i TWO 8d AMUSE MTS20 L_ TS20 , ... / TWO 8d NAILS THIS DOUG-FIR LARCH / SO. PINL UPI-11-I SIDE OF TRUSS. PROVIDE (1) HGA10KT ON SIDE OF CEILING JOIST FASTENERS ALLOWABLE LOADS i,z LOAD / _� ------ LATERAL � W � MODEL GA UPLIFT UPLIFT CODE 8d NAILS z r LATERAL WITH TOTAL FOUR o AN N SIDE OF RAFTER (133/160) 8dx1J" / » N0. TO AVG NAILS REF. INTO TRUSS y� RAFTERS/ TO TO ULT. F F2 (133& _ STU "- ° '�� ---P L ISI f1 D L TRUSS PLATES STUDS (133) (160) - m 160) SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = TAKE-UP WASHER H7 16 4-8d 2-8d 8--8d 2991 930 986 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES residential & commercial design • consulting ' H6 16 8-8d 8--8d 3983 915 95D 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWD ° o ARTR"x12 o P0,Boz 1675 phare; (631)433 9084 (TOTAL LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o ° MODEL GA AVG 2 REF. INTO °° •• ° Southold, ewYork 11971 E-Mail: ssbn654@o fonline,net NO. MAX. ULT. LFTA LFTA • N pPLATES °o °WIDTH�LEAR PAN L QTY DIA 1 2" 21" 3" 31" 1}" 2" 21" 3' 31" EIGHT ° � � � Kehl Design Associates,LLC o formerly D A K Associates,LLC 8d NAIL 1205 1400 5, 44, 85 INTO LFTA 16 2}" 17" 38J"16-10d — 4200 STUD /777/jZ/7Y' y.. ° OWNLkSHIP & USE OF DOCUMENTS: S z DOUG-FIR LARCH T LOADS so. PINE FASTENERALLOWABLE UPLIFT These drawings and specifications including the MODEL L AVG 10d 1 O x 1 CODE ° N0. ULT. REF. LFTA LSTA21 tod •}" (133 / 160) (133) (1 so) ideas, design and arrangements property rrng ents rpresented Tod x 1 therein, are theof KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be o. o. Simpson Strong—Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 1�' 3116 1000 840 1000 3, 41, 128 • ° HGA10 with any work or project other than for which they have been prepared without written consent. AR T�"x 12 MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 l000 3, 41, 128 ° DETAIL "K"°° LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 COW- DETAIL "E„ ° STU COUPLER NUT 5„_ H DOUG-FIR-LARCH/ Equal number of °° SIMPSON TYPE OF DIRECTION SO. PINE CODE specified nails In TAKE-UP WASHER MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. 9 each e n d TION FLOOR ROOF (133/ Simpson Strong-Tie N0. (100) (125) 160 G 515 645 670 P CS16 ART8"x12 LTP4 5 J 515 645 670 6, 39, 97 T H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAD S1.7,1(DF/SP) (133) HOLDOWN HOLDOWN ARTJ"x12 MODEL STUD DEFLECTION DEFLECTION CODE AT HIGHEST LENGTH OF BOLT 2.3 MACHINE AVG AT HIGHEST REF. NO. ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE BASE BODY 0° CA GA HBs SB W H B SO CL DIAS e DESIGN WHEN RAISED OFF ° o QTY DIA 12' 2” 22" 3" 3J" 5}" LOAD THE SILL PLATE o 0 H02A 16 1 12 4{" 2�" 2J" 8" 211" J" 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG W L STUD TE ULT. (13 3)2 / SP (16 0)' RODE N0. PLA SP4 316" 71" -10d x 11" — 2917 735 885 7, 40, 127 0 0 MODEL DIMENSIONS IFASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W I L NAILS FLOOR 'l 33) (160) REF. 10 WORK NOTES: LSTA21 20 14" 1 21 - d 905 1 1205 1295 7, 40, 90 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE GA NO. W L NAILS FLOOR (133) (160) REF. Simpson Strong-Tie STU 5 - 100 8 MSTA24 181l" 24 18-10d 1025 1 1,370 1640 7, 40, 90 MODEL TOTAL FAS-ENERS ALLOWABLE TENSION LOADS NAIL CODE LUS46 TAKE- WASHER ESIMPSON NOT FOR UP L SPACING REF. HD2A N0. (LENGTH SD GA CUT LENGTH (TOTAL) (100) (133 / 160)Z OC. CONSTRUCTION! OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6psoh Strong-Tie 8d- 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE CSt6 150' 14" 16 CLEAR SPAN +31" 28 fk" 7, ao, 90 DIMENSIONS I FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DN, DOUG-FIR ARCH S0. PINE A LOWABLE L ADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GAHEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" W H B 10d 16d ULT- (133)1(160)1 10d 16d 10d 16d 10d 116d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW— CERTIFIED BY A, LUS46 18 34" 4J" 2 —. 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" HUS210-2 14 3A9{� 2 —. 8-16d 8-16d 6076 1755 2105 1650 — 1900 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL -FIR LARCH/ IN ALLOWABLE A ART "x12 FASTENERS UPLIFT F LATERAL CODE STU 5 — SIMPSON ENGINEER MODEL AVG UPLIFT (133/160) REF. N0. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) 1 (160) F F 160 TAKE-UP WASHER HGA10KT 14 4-SDS}"x12' 4-SDSA'x3" 1523 435 1 435 1165 940 USE A MINIMUM OF TWO 8d NAILS THIS CNW- SIDE OF TRUSS, COUPLER NUT S P 4 TOTAL FOUR o /• m SE A MINIMUM OF 8d NAILS TWO 8d NAILS TH[SMTS16 STU - LSTA21 SIMPS❑N " ANCHOR BOLTS INTO TRUSS SIDE OF TRUSS. MTS16 SIMPSON TAKE-UP WASHER Strong-Tie HD2A LSTA21 PROJECT: , TOTAL FOUR HUS 2 1 0-2 8d NAILS INTO TRUSS AF 11 9 Wi "B, 10 TWDFI 8 AILS °o o Iw TO 1 low") Ery��V,��?i PLATES EIGHT 1-WD °I ° •; RE Am' 8d NAIL Bd NAIL INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES °0° I' I H7 E:IGHT 8d NAIL DETAIL "D" DETAIL "G" DETAIL "J" 1940 MASON DRIVE CUTCHOGUE NY 11935 ;IUD Simpson Strong-Tie ° pStrong-Tie DETAIL "L" ' H7 Simpson LFTA ROD SYSTEM LFTA LFTA DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS Ridge Strapping NOTE: ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE BP LSTA30 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 DRAWING TITLE: 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 3•• THROUGH ROOF 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. SIMPSON WINDLOAD ROO 2nd FLOOR 3'" TH2O J GFLO ROOF V- 0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. �+ F 2 ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. CHARTS & CALCULATIONS 3•• 3.. 3.. 3.. 3•• ROOF AREA = 1770 sq/ft / STRONG-TIE DETAILS 3. WISTER 8A1H2O0M 3 3, GUEST BATHt00f 1 / ROOF D RA I N AG E I • V = A X R X C 1 LTP4 2" 3'• 2•1 21• 3•• 2 A 1770 sq/ft CALCULATIONS AND = LTP4 st FLOOR �� + - 2 2 2 2 2n6 FLOOR R = 2" RAINFALL = .17 ft PLUMBING RISER DIAGRAM LTP4 3 3 C = COEFF. = 1,0 NOT LS: U = 1770 x 1 X .166667 = 295 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE • 3.. 2,. 2'• 3.. • DETAIL "C" "`�'' - WW POWDER DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE 2"2" 2.. Simpson son S t r o n T I e 2 3.1 • Roo 3•• 3 PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL E l o o r-t o-F l,o o g Connections 2 ° 295 / 42.25 VERTICAL FT. / FT = 6.98 V.F. FIELD DESIGN PROFFONS ESSION D DIMEN90NS AND SSU ES NO LIABILITY FOR OMMISOLEY OSIIONSL DUES FOR TO FIELD KNOWN OR t ,st FLOOR USE (4) S DIA. POOL 2-O DEEP — H V•F• FLOOR 2• UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Ridge Strapping OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ��' 2• 33 Detail 3 3 3 295 / 22.3 VERTICAL FT. / FT = 13.23 sEAL: DATE: LTP4 DETAIL "B" 3 4" F.A. VENT 6•• USE (2) 6' DIA. POOL 7' DEEP = 14 V.F. SEPTEMBER 29, 2018 ABOVE GRADE F J --W PROJECT NO: C.O C.O, C C.O, 4'i✓ O. ! °f I.l..l/1/ „ Ci w. LTP4 I le 3•• 3" 3'• 3 TRAP SEWERAGEASYSTOEM O \ 1 1036-2018 Simpson Strong__ HOUSE POOLS TO BE PLACED ON OPPOSITE SIDE OF �� °' i3�n, DRAWN BY: HOUSE AND/OR LEADERS TO BE PIPED TO °�° ` A '� BDK Floor-to-Floor Connections ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY POOLS 1 2 OF THE ROOF TO DRAIN TO EACH * �` f �� CHECKED BY: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PLUMBING RISER DIAGRAM (NTS) ( / ' � n �- DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC ` CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NO SUBSTITUTI❑NSVis, SHEET NUMBEK: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). r16A 0818`,8 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie. R°FESSION � THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. No substitutions are approved or authorized, ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA G2 1. AF&PA WOOD FRAMED CONSTRUCTICN MANUAL (WFCM) Due to the relationships of framing hardware to WHERE TRAFFIC IS TO BE PRESENT. 7/( -�-lI y the other components of the structure, any framingDOB NUMBEk: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - p��n��b0ittlot ti}�rlb r�r�, these plans IFA MULTIPLE POOL SYSTEM IS USED AROUND THE L PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) null and void, and will result in the installT er/contractor HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL assuming responsibility for the design and BE DIVERTED TO EACH POOL. ® i1�IlrDFSIGN•ASSOCIATFS, uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) �, %' �%%ri//.ate////.:1�/%i�/✓.%�%b/.i///-.„/.�,.�%/. / / PROVIDE HURRICANE STRAPPING IN // �� PROVIDE HURRICANE SIRAPPLJG IN _ -- - ACCORDANCE WITH THE ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE ,.. 2015 INTERNATIONAL RESIDENTIAL CODE ------ UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Al of B4 A B KEHL DESIGN ASSOCIATES LLC MOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION r1-8� 30-8 1-7Y" DIMENSIONS ADDITION TIONo residential s, commercial design . consulting ALINE WITH FLOORS IN EXISTING I ALINE WITH FLOORS IN EXISTING HOUSE. HOUSE. PO.Boz 1675 phone: 16311433-9084 Souihold,New York 11971 E-Mail: ssbn654@optor ine.nei ALL HEADERS ARE TOBE ALL HEADERS ARE TO BE (2)11/4"X 9Y" LVL UNLESS (2)13/,"X 9Y" LVL UNLESS Kehl Design Associates,LLC a formerly D A K Associates,LLC OTHERWISE NOTED OTHERWISE NOTED OWNLKSHIP & USE OF DOCUMENIS: A 1 o These drawings and specifications including the NOTE: VERIFY ALL DIMENSIONS NOTE: VERIFY ALL DIMENSIONS9 P INSURE WALLS OF NEW ADDITION PATIO INSURE WALLS OF NEW ADDITION idtherein, are the property eas, design and arrangements represented of KEHL DESIGN LINE-UP WITH WALLS IN HOUSE. ASSOCIATES, LLC. No part thereof shall be LIME-UP WITH WALLS IN HOUSE o PATIO copied, disclosed to others or used in connection <V C C C C with any work or project other than for which NOTE: PROVIDE FIRE BREAKS they have been prepared without written consent. NOTE: PROVIDE FIRE BREAKS AS PERAS PER THE 2015 INTERNATIONAL F THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED l • 13'-0%s" '-�" Yz" RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM o o WITH THE 2016 UNIFORM SUPPLEMCNT o 1'-0"-� �1'-0""-� 17,��1'-0"->( �1'-0" N � SUPPLEMENT NOT FOR CONSTRUCTION N — J L - - - J L - - - J L — USE UNLESS COVERED3'-0" 1-2'-0" PORCH CERTIFIED BY A o c c L,> COVERED PROFESSIONi4L o PORCH ENGINEER B _2 16" 1j"x 97" LVL Box Beam -0» I 'WORK NOTES: '-8 4 2'-0" 0 6 0 0 o _0 0 13 o I" 3" 1' s — 14 x 92' LUL Box Beam 2" Conc. Slab in �2'-6=� B -2'-6"—� °o °� ' ca, ca ca, ca ca ca ca �a p ` ` N N N N N N (n (n O Crawl Space to O1 2" Conc. Slab in - N N N - m E a s s N be set at Crawl Space to 0 Elevation 6.25' o 0 0 0 o 0 0 0 Provid. Ilew O 1q" 9 ' LVL Flush Beam be at SMART VENT FOUNDATION FLOOD VENT SMART VENT FOUNDATION F-COD VENT Provide 8x8 Floor Elevation 6.25' SINGLE INSULATED FLOOD VENTS vents as per plan x x Q SINGLE INSULATED FLOOD VENTS Provide 8x8 Floor _ 0 C, 0 0 0 0 0 0 0 0 o Q Provide New TJI 2 92 Floor Vents as per pion E N N N N N x FLOOD COVERAGE = 200 SQ.FT. FLOOD COVERAGE = 200 SQ.FT. E Co 1o'-to" -3Yz" -3Y4 - s'-V/4" - N - d°fists INSULATION - R VALUE = 8.34 D 3 3 3 3 - 3 3 v v INSULATION - R VALUE = 8.34 _ z z z z z z z z z z n ROUGH OPENING = 16.25"x 8.25" v o J ROUGH OPENING = 16.25"x 8.25 VENT SIZE = 16"W x 8"H X 3"D o 3 2 T-1�s VENT SIZE = 16"W X 8"H x 3"D THIS CRAWL SPACE REQUIRES A - �� THIS CRAWL SPACE REQUIRES A MIN. OF 6 SINGLE UNITS OR ANY Provid New O 4" 19: LVL Flush Beam MIN. OF 6 SINGLE UNITS OR ANY COMBINATION OF UNITS WITH A FLOOD N -s+" 3'-0" -s," -a" �z'-sY,= 3'-6" -sY," D N — COMBINATION OF UNITS WITH A FLOOD COVERAGE OF 1200 SQ.FT. 2' 6"— ( vE .Y Loc ION of ucTw K I 'i x A Floor COVERAGE OF 1200 SQ.FT. I G s CESS CRAW. SPACE BASE OF FLOOD VENTS TO BE SET _ _ _ r — — — — f--2'-6" (SE NOTE ') FIs ae. BASE OF FLOOD VENTS TO BE SET AT ELEVATION 7.0' OR LOWER — — »� r I I Im �I I n 1'-4'( (2)1412 118c LVL Girder o I 13.. v„ I (2)13' 118° VL Girder I °�r 1'-4" _ � o 0 o I 1 Q __(�(21 x 11 LVL Girder — — _ DMa AT ELEVATION 7.0 OR LOWER o Q 'h �l —I N N D — N _ N _ m (�11 N _7 L - - - J C I I I 01 L — —— --I J- F'< L - - - - J o 0 0 0 0 0 0 I o 0 0 0 '_ rl @I6oc. 20-12" 12'-6y" J g Aj m JL N N N N N � N N •— N N N N = o Z z z z z z z z z x A Floor E '2' 1144" -8 4" 3'-9Y" 3 2-6 PROJECT: @16 Coo. _ � Wall to be removed N � ¢ ' �� .� � �� .� .� �� .� — — Wall to be removed — —— — � — - -�— � � �- - -I » I of � � � � � � � � � � � �. �2 81 � Q I � r N - }--a------------- - ----------- ---- - " — —— — — — - Wall to be removed 3'-6 � D � � A Wi B R(0) 0 _g 'o 'o •o N I o 1 I A I 2" Conc. Slab in -3-6"— —3 0» I I� NI �a o 0 o sTJ o o I z A o L 0 3 — Crawl Space to i — @16 oc. 4" e 2'-9� 3'-97/ 0 4'-11" _ - ' 1 N D s N 1 I I ® I Elevation 6.25' I I I o 0 0 0 x x RESILJ11MMUL. 1 NOTE: VERIFY ALL DIMENSIONS TO 2" Conc. Slab in 1 I Provide 8x8 Floor B I I — 3 = o N o I INSURE FLOORS OF NEW ADDITION Crawl Space to E Vents as per plan — 03 — — z 1940 MASON DRIVE I � be set of 6" ;�, 03 � � �� 3 3 3 a z � z I ALINE V�TH FLOORS IN EXISTING Elevation 6.25' — — — I ( ( I -1'_6^� z Z I HOUSE. PROVIDE HURRICANE STRAPPING IN I I r -— —— —— — — — — — 1-z 9 LVL Boz Beam �/ ACCORDANCE WI tH THE I I Provide 8x8 Floor I I I ® I 3'-9Y" a 2 — — — — — 1 0 o ( 4 2 C UTC H OG U E, N I , 11935 Vents as per plan B Act 2015 INTERNATIONAL RESIDENTIAL CODE 1 I OZ — — — — — — I I 03 I 2zb ALU ouse eam °1 UPDATED NTH THE 2016 UNIFORM CODE SUPPLEMENT. " ^ ^� • 3'-6 — J I D 1 ALL HEADERS ARE TO BE (2)1 a"X 9Y" LVL UNLESS • -8_23j, — — — — — — — — — OTHERWISE NOTED RA _ �,q�y^ x ACQ ouse B m 3° 2x6 Q Ho e ieom 2zb ouse eam 3 r D WING TITLE: NOTE: VERIFY ALL DIMENSIONS TO -4 14� - — 1=4 11' L_ N — — —-� — T� J Y 4' 2 1-q" 14 x 9 LVL B Beam 1'z L I Box eam Zx ACQ ous a INSURE FLOORS OF NEW ADDITION — �" B F_ — — IN FLOORS INEXISTING _ ' M� NOTE: VERIFY A M N FOUNDATION PLAN / ALINE WITH L0 S J 2 J_®_r_,� E E ALL D E SIGNS HOUSE. h— ��r-®L— T 3 2210 ACO Girder N (3T2,10 ACO Girder N 2x10 ACQ Girder N NSURE WALLS OF NCW ADDITION �� — -- ------------ - _ -- ------------- --�— -- ---- ----------� -- — ---__-_= 1$� �ird�r-==-=__-__-__---_--_ __-(� {�� - _-__-__-_----__-=-==-fi3 - __-_-__-_--- Llf!E-UP WITH WALLS IN HOUSE. FIRST FLOOR DECK ALL HEADERS ARE TO BE -2'-0°—� 07 -2'-0""—� p�-2'-D"� 63 j —2'-0 FRAMING PLAN (2)11/"X 92" LVL UNLESS 1'-0° 1'-0"� 8'-BS/" �1'-0 1'-0" '-73/" I1'-0° 1'-0°,� S'-858' �1'-0' 1'-0" NOTE: PROVIDE FIRE BREAKS NOTES: ER THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE OTHERWISE NOT.D 34'-1" THE 2015AINTERNATIONAL DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRIIJGEMENTS WILL BE RESIDENTIAL CODE UPDATED PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL WITH THE 2016 UPI'FORM FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NOTE: VERIFY ALL DIMENSIONS A B A B SUPPLEMENT DESIGN PRDFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR INSURE WALLS OF NEW ADDITION 12'_10^ 8' 23/4" 12'-10� 4 4 U U5 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LINE-UP WITH WALLS IN HOUSE. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. �-o• PROVIDE HURRICANE STRAPPING IN FIRST FLOOR DECK FRAMING PLAN ACCORDANCE WITH THE SEAL: DAI E: NOTE: PROVIDE FIRE BREAKS 2015 INTERNATIONAL RESIDENTIAL CODE SEPTEMBER 29, 2018 AS PER UPDATED WITH THE 2016 UNIFORM CODE SUPPLEM NT. SCALE: = V-0" of N1E '~.� PROJECT No: THE 2015 INTERNATIONAL �E — IV y RESIDENTIAL CODE UPDATED SMART VENT FOUNDATION FLOOD VENT 3rr 1" �P. 0� 1036-2018 WITH THE 2016 UNIFORM FOUNDATION PLAN SINGLE INSULATED FLOOD VENTS NOTE #1 PROVIDE (2)14 X92 EII� ON ALL SIDES OF OPENING TO CRAWL SPACE ��_ ° ��, '�� DRAWN BY: SUPPLEMENT 7�a �' I 9y BDK SCALE: 1/4"= r-o° FLOOD COVERAGE = 200 SQ.FT. } - INSULATION - R VALUE = 8.34 I II �( _i" .� CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL RB ROUGH OPENING = 16.25"x 8.25 CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �1, LJ � SHEET NUMBER: VENT SIZE = 16"W X 8"H X 3"D AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT `�r0 081868 fir' LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 'ORO, THIS CRAWL SPACE REQUIRES A THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �ESSTONAl 01 MIN. OF 6 SINGLE UNITS OR ANY PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. COMBINATION OF UNITS WITH A FLOOD 1. AI WOOD FRAMED CONSTRUCTION MANUAL (WFCM) COVERAGE OF 1200 SQ.FT. � DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) 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 p )EIIrDINGN•ASSO© TIA uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction, f PROVIDE HURRICANE STRAPPING IPJEML U A B A B PROVIDE HURRICANE STRAPPING IN A B A B ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE 04 04 0 q 4 05 ACCORDANCE WITH THE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT KEHL DESIGN ASSOCIATES roc NOTE: VERIFY ALL DIMENSIONS TO NOTE: VERIFY ALL DIMENSIONS TO residential & commercial design . consulting INSURE FLOORS OF NEW ADDITION INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING ALIVE WITH FLOORS IN EXISTING HOUSE. HOUSE. P0.Boz 1675 phone, (631 433-9084 Southold,New York 11971 E-Mail: ssbn6S4@opfonline,net ALL HEADERS ARE TO BE ALL HEADERS ARE TO BE (2)1 4"X 9/ LVL UNLESS 3 " Kehl Design Associates,LLC a formerly D A K Associates,LLC OTHERWISE NOTED (2)1/X 9/ LVL UIILESS iJ�.-s/��'%�//� OTHERWISE NOTED OWNERSHIP & USE OF DUUUMENTS: PATIO PATIO These drawings and specifications including the NOTE: VERIFY ALL DIMENSIONS NOTE: VERIFY ALL DIMENSIONS ideas, design and arrangements represented 30'-8" INSURE WALLS OF NEW ADDITION INSURE WALLS OF NEW ADDITION herein, are the property of KEHL DESIGN LIIJE-UP WITH WALLS IN HOUSE. LINE-UP WITH WALLS IN HOUSE. ASSOCIATES, L.L.C. No part thereof shall be copied, disclosed to others or used in connection -�" with any work or project other than for which 8" 8'-1 13'-0% N they have been prepared without written consent. NOTE: PROVIDE FIRE BREAKS NOTE: PROVIDE FIRE BREAKS AS PER AS PER THE 2015 INTERNATIONAL THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM WITH THE 2016 UNIFORM N SUPPLEMENT SUPPLEMENT I YZ (3)I4"x 9/" LVL Girder— — (3)13/"x 9/" LVL Girder _ — (3)13/"x 9/" LVL Girder — — — — — — — NOT FO R �— ALL FIRST FLOOR WINDOWS ALL FIRST FLOOR WINDOWS CONSTRUCTION AND EXTERIOR DOORS TO AND EXTERIOR DOORS TO BE SET AT 8'-0° 0 0 0 0 0 0 BE SET Al 8'-0" � USE UNLESS COVERED COV RED m CERTIFIED BY A PORCH . X8 C.J. 16"oc. co PO CH PROFESSIONAL X X 2x8 C.J. 6 c. N ENGINEER 34'-0" -0 C N QJ O O QJ QJ '-1 4" 10'-10Y" 10'-104" -14"I 2'-0" 2'-�• I c� cO c0 c0 00 � 00a< X x x X X N N N N N 16 o a 70510 FWGIO080-4 70510 nn � 1 11 1 WORK NOTES: N O I � U - U O O O CD O CD U D O DINING ROOM I DIN G R OM @, SIN Q' 1❑ _ AREA N SIN REA = < E N E O 67 67 O x X �I 07 10 LIVING ROOM EE o o LIVI G R OM o 0 I � ~ _N O o 33'-1" Stairs to be r 1 15 Risers 0 8$" v ll 14 Treads @ 9.0 N ❑2 �ll 1111111 Total Tread to be 104° III 5/" l — — — — - — — — ieede--()1Tx L�vli -S# F4-Wates— —— — I - _ - _ - - -Bette �leeBeF 3 1 �1gL� 4�iB FT-Wates - _ — UTii_ITY _ — — — — — - TIL Y _ NE ROOM 3Y POWD - 3❑ RO a 1 OW o VanitCli y Above UNDER R00 K N R �' I RO ,q, r- - STAIRS -10" M TA .S o �` l V v _ 5 L--- ®cl� 3'-4/" ml N �N SIN ' MUD o" X MUD ,, N, V Flush Bm 3 x 21 'x11 LL Y' / X � N ( ) 4 B W/r� z ROOM o 0 CD OYE ! I �� 0 00 PROJECT: N KITCHEN Drain Ave , (m ITC N - 5 T h, ;/ — - If �; - J /G o FOYER J Shower o 0 3 SEAT "; 2 0 Re—Located ALL FIRST FLOOR WNDOWS ' o Re-Located 5 Drain Above _ L VA y 12-1rg� -> °� A M S I Caa") l Shower AND EXTERIOR DOORS TO m Shower (6)2x4 Studs __ �' N '-10 e_N BE SET AT 8'-0" ry G FJPI� 6 2x6 Studs 5Y2" ,,, ynr 1 i S�O 54x20" LVL FlushBeam 5x20 LVL Flush Beam 2 1 x 11 LVL 2)14 x 11$ L Flu am w 1)g St 2)14°x 11a" LVL ush Beam w� PI_ J _ _ ALL FIRST FLOOR WINDOWS Simpson THDH612 or Equal `Flush Beam ^X I Simpson HG 11 or qual I I AND EXTERIOR DOORS TO '-V" NOTE: VERIFY ALL DIMENSIONS TO 2)14"x 118' LVL 1'-4" o I �� > /L o I flush 'earn BE SET AT 8'-0" ' I — INSURE FLOORS OF NEW ADDITION ( x GL 5/ 1.-4" ALINE WITH FLOORS IN EXISTIIIc - I 1940 MASON DRIVE I �\ HOUSE o 0 = o PROVIDE HURRICANE STRAPPING IN CUTCHOGUE NY 11935 2068 LAUNDRY ROOM a °J `R ACCORDANCE WITH THE > > 2x6 Ceiling c� `' �, 2015 INTERNATIONAL RESIDENTIAL CODE � 6080 DBL DOOR I � � CL I � _.._. � Ne v 2x6 Bilin C9 U " R lists OC. UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. -3� ALL HEADERS ARE TO BE Joists TA N .o c� N "o (2)14"X 9/" LVL Hdr. �� 2' �" 2 1 4"X 9Y" LVL Hdr (2)14"X 9/" LVL UNLESS c =o _ -- - OTHERWISE NOTED DRAWING TITLE: TW210410 YSM TW210410 TW210410 YSM TW210410 NOTE: VERIFY ALL DIMENSIONS TO F 71 4 ® ® 4 N INSURE FLOORS OFSNNWEDSDITION NEW FIRST FLOOR PLAN / • TING 2 141" LVL Girder 2 14"x 91" LVL Girder �-x 91" LVL Girder NOTE: VERIFY ALL DIMENSIONS ( ) z 2 ( ) �� JL INSURE WALLS OF NEW ADDITION HOUSE. NEW FIRST FLOOR FRAMING LINE-UP WITH WALLS IN HOUSE. " PLAN ALL HEADERS ARE TO BE NOTE: PROVIDE FIRE BREAKS (2)13/"X 9/" LVL UNLESS NOTES: -5%" -7Ya" 3'-11�' 3'-11%" -7)'," -58" AS PER OTHERWISE NOTED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE THE 2015 INTERNATIONAL DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIRST FLOOR CEILING F PLAN FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 7-1a4" 13'-D%" -0' RESIDENTIAL CODE UPDATED NOTE: VERIFY ALL DIMENSIONS WITH THE 2016 UNIFORM INSURE WALLS OF NCW ADDITION DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR SUPPLEMENT LINE-UP WITH WALLS IN HOUSE. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT SCALE: 1/4"=1'-0" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PROVIDE HURRICANE STRAPPING IN SEAL: DATE: /" 11'-78 9'-53/" 11-78" 7/" ACCORDANCE WITH THE NOTE: PROVIDE FIRE BREAKS 2015 INTERNATIONAL RESIDENTIAL CODE OF t_t l V SEPTEMBER 29, 2018 34'-0" UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS PER �� - 'y yC? . PROJECT NO: THE 2015 INTERNATIONAL ` 'R1 E, � 'i- A B A B RESIDENTIAL CODE UPDATED 0 �"!' r� 1036-2018 _ DRAWN BY: 04 04 05 1 U5 WITH THE 2016 UNIFORM °'1 I "x y� SUPPLEMENT ': `i" BDK CHECKED BY: RB A A DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL s� 04 04 05 05 C COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE CdA �8186a F%a SHEET NUMBER: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT R�rc-ssl NPS FIRST FLOOR PLAN LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF /� �� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE '7/� `/�� PLANS IS LICENSED EXCLUSIVELY TO 111E BUYER, WITH WRITTEN PROOF OF PURCHASE. l SCALE: 1/4"=1'-0" 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF INDICATES TO RE-USE EXISTING WINDOW 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 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 ® KEMDESIGN•A,4S"TESa ru 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. A B A BA B A g r PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPI ACCORDANCE WITH THE NG IN /� _ ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL ',ODE till UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. KEHL DESIGN ASSOCIATES roc NOTE: VERIFY ALL DIMENSIONS T NOTE: VERIFY ALL DIMENSIONS TO residential & commercial design • consulting INSURE FLOORS OF NEW ADDITION INSUREFLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING ALINE WITH FLOORS IN EXISTING HOUSE. PATIO HOUSE, P0.Box 1675 phone: (631 433-9084 34'-0' Southold,New York 11911 E-Mail: ssbn654@optonline.net ALL HEADERS ARE TO BE :1� °�� ALL HEADERS ARE TO BE (2)1'/,X 9Y" LVL UNLESS - la'--y 10'- " -wy (2)1 y"X 9Y LVL UNLESS Kehl Design Associates,LLC e formerly D A K Assccicfes,LLC OTHERWISE NOTED PATIO OTHERWISE NOTED OWNERSHIP & USE OF DOCUMENTS: NOTE: VERIFY ALL DIMENSIONS These drawings and specifications including the LINE-UP WITH WALLS IN HOUSE. NOTE: VERIFY ALL DIMENSIONS ideas, design and arrangements represented INSURE WALLS OF NEW ADDITIOIJ INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN LINE-UP WITH WALLS IN HOUSE. ASSOCIATES, LLC. 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. NOTE: PROVIDE FIR AK NOTE: PROVIDE FIRE BREAKS AS PER AS PCR THE 2015 INTERNATIONAL THE 2015 INTERNATIONAL � RESIDENTIAL CODE UPDATED RESIDENTIAL CODE UPDATED o WITH THE 2016 UNIFORM SUPPLEMENT WITH THE 2016 UNIFORM v, °J SUPPLEMENT NOT FOR cc CONSTRUCTION! ALL SECOND FLOOR WINDOWS cc c� x ALL SECOND FLOOR WINDOWS AND EXTERIOR DOORS TO N 2X8 Rafters 16 OC AND EXTERIOR DOORS TO Z2:x8 RUSE UNLESS BE SET AT 6'-102"' 2X8 Rafters 16 OC. z BE SET AT 6'-102° N11\1USE BY ® 10 — LN11 8 8 8 PROFESSIONAL T 46 3"SM TW3046 TW3046 T 46 3"SM TW3046 TW3046* ENGINEER TW3046 3"SM TW3046 3"SM TW3046 Ax281v TW3046 3"SM TW3046 3"SM TW3046 AX281v 2 1Y4"X 9Y" LVL Hdr. '(2)1/"X 9Y' LVL Hdr. (2)1,"X 9Y" LVL Hdr. a^ (2)1/"X 9Y" LVL Hdr. 3 " O _ ( (2)1/a X 9Y LVL Hdr. (2)1/a X 9Y" LVL Hdr. � � '-11Y" �� NI rn �� D C14 13'-10" BATH BATH I I WORK NOTES: .�.� 4• MASTER o MASTER BEDROOM ^ BEDROOM BEDROOM BEDROOM � E � o 2L'L4Y2 U U 2468 " = 2/068 � N I 2 /['� 00 0o 0 °X /7 16'-10"�A r - 2668 :068 2668 506`8`\\V cli v C2 L L N j 2" /oCL N p l/C " c� p I N p N 4058 4068 2668 — S/ M 6'-1" °r 4068 4068 2668 0 t CL CL / N ,_3Y, _ A SC Acmes' CL �/L ` co .2� x5 \e CC) x = M N 6 2668 8 2,668 BEDROOMCL o BEDROOM BEDROOM CL BEDROOM T .1X = N 8 � 0 _ - ` "o - -o -0" a `� - o 420o M BATH U~ BATH PROJECT: - 2. co � � N CV C*C CL�' C ico CL — I L i� 1 PA Vr 1"A 30,1 F-0� %JEOW, 10 00 0C �0 "R"' E%%0V00104-- I D�' E H Cow"' El= t s CV (2)13/"X 9Y2" LVL Hdr. J. X 9Y" LVL Hdr. 2 1Y4"X 9Y" LVL Hdr. 21/n"X 9Y" LVL Hdr. X 9Y" LVL Hdr. 21%"X 9Y" LVL Hdr. TW21046 3"SM TW2104 AX 81v W21046 3"SM TW21046 TW21046 3"SM TW2104 A 81 W21046 3"SM TW21046 1940 MASON DRIVE 2x6 Rafters 16"oc.10 10 11 10 - - '' CUTCHOGUE, NY, 11935 ALL SECOND WINDOWS ALL SECOND FLOOR WINDOWS AND EXTERIOR DOORS TO BE SET AT C-10"' Xb Rafters 167C. AND EXTERIOR DOORS TO 0 0 CD BE SET AT 6'-102 Q0 C-0 'DRAWING TITLE: PROVDE HURRICANE STRAPPING IN ACCORDANCE WITH THE RECONFIGURED FIRST ACCORDANCE WITH THE �' � �' PROVIDE HURRICANE STRAPPING IN 2015 INTERNATIONAL RESIDENTIAL CODE a UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 2015 INTERNATIONAL RESIDENTIAL CODE C co N UPDATED WITH THE 2016 UIIFORM CODE SUPPLEMENT. FLOOR MADE INTO SECOND FLOOR PLAN / NOTE: VERIFY ALL DIMENSIONS TO 11 11 11 11 11 11 11 11 11 11 11 11 NOTE: VERIFY ALL DIMENSIONS TO RECONFIGURED FIRST INSURE FLOORS OF NEW ADDITION INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING ALINE WITH FLOORS IN EXISTING FLOOR MADE INTO HOUSE. HOUSE. ,,._6;" ,,._6 . 5,- " SECOND FLOOR CEILING ALL HEADERS ARE TO BE 34'-0• PLAN (2)1%"X 9Y" LVL UNLESS ALL HEADERS ARE 10 BE OTHERWISE NOTED (2)1/"X 9Y" LUL UNLESS NOTES: OTHERWISE NOTED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL B A B A NOTE: VERIFY ALL DIMENSIONS B A B FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 4 4 04 04 05 05 NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITI P INSURE WALLS OF NEW ADDITION DESIGN P'ROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LINE-UP WITH WALLS IN HOUSE. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT !INE-UP WITH WALL IN HOUSE, SECOND FLOOR PLAN- SECOND FLOOR CEILING PLAN FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: NOTE: PROVIDE FIRE BREAKS SCALE: 1/4"=1'-O" AS PER SCALE: 1/4"=1'-0" THE 2015 INTERNATIONAL -- INDICATES TO RE-USE EXISTING WNDOW N PROVIDE FIRE BREAKS "` SEPTEMBER 29, 2018 AS PER �EOr f'1W y PROJECT N0: THE 2015 INTERNATIONAL ��' "� O RESIDENTIAL CODE UPDATED c�` ( O. (3 i' WITH THE 2016 UNIFORM SUPPLEMENT RESIDENTIAL CODE UPDATED � �lfr �`�^ 1036-2018 ` " �- DRAWN BY: WITH THE 2016 UNIFORM O 'l1 r' ft SUPPLEMENT BDK CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL RB d?ab� c' CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE s. �� SHELi NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT e�A 08186a LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FE S1 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A 1 03 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. .7// p 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 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 p ffiMDERGN"A%OMTES uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. PROVIDE HURRICANE SMARR% IN ACCORDANCE WITH THE 215 INTERNATIONAL RESIDENTIA[ CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. A B A B KEHL DESIGN ASSOCIATES MOTE VERIFY ALL DIMENSIONS TO 04 04 05 05 residential & commercial design . consulting INSURE FLOORS OF NEW ADDITON ALINE WITH FLOORS IN EXISTIIlG HOUSE. PC.Box 1675 phone: (631 433-9084 Southold,New York 11971 E-Mail: ssbn654C'optonline.net ALL HEADERS ARE TO B Kehl Design Associates,LLC®formerly D A K Associates,LLC (2)1%'X 9Y" LVL UNLESS OTHERWISE NOTED OWNERSHIP & U5L OF UUCUMLNIS: These drawings and specifications including the NOTE: VERIFY ALL DIMENSIONS ideas, design and arrangements represented INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN ASSOCIATES, L.L.C. No part thereof shall be LINE-UP WITH WALLS IN HOUSE. PATIO copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATE[ WITH THE 2016 UNIFORM SUPPLEMENT LVOT FOR ALL SECOND FLOOR WINDOWS CONSTRUCTION AND EXTERIOR DOORS TO BE SET AT 6'-102"' USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER /y"L WORK NOTES: 2x8 Rafters — 16"oC. 2x8 Rafters — 16"oc. ANDERSEN 400 SERIES TILL'-WASH DOUBLE-HUNG FULL-F-RAME WINDOWS r 2x8 Rafters — 16"0 . BATH 2x8 Rafters — 16"ac. LOCATION WINDOW NUMBER ROUGH OPENING TOTAL NUMBER OF UNITS J + BEDROOM J BEDROOM 1 FIRST FLOOR TW305103'-21" x 6'-07" 3 rc s 8 �L 2x8 Rafters — 16"0 . 2x8 Rafters — 16"ac 0 0 0 L "� o 0 o 7" FIRST FLOOR TW2442 21-6111 x 41-4 2 j FIRST FLOOR TW2042 2'-21" x 4'-47" 1 a 4 FIRST FLOOR TW210410 3'-0�" x 5'-07" 4 cc N Co cc 03 e �� E 5 2'-108" X 4'-48" 2 X x x FIRST FLOOR TW2842 N N N N 14"x 92" = R dge �� 14"x 9'" LVL CUSTOM PICTURE UNIT +� o 0 0 6 FIRST FLOOR 7'-28" x 6'-Og" 2 CE co DHP70510 co _� BEDR oM� N ] FIRST FLOOR FWG10080-4 9'-94" X 8'-0" 1 PROJECT: � (Y CL f w 2x8 Rafters 2x8 Raft — 00 00 Go N N N 0, 4 8 SECOND FLOOR TW3046 31-2111 x 41-8 8 %,. p 1�� 711 y, x R f r - 1 " . > BAT x R ft - 1 ` ' SECOND FLOOR TW2 42 '- 1" 41-4711 f g 4 2 68 x 4 -48 2 1 , BEDROOM CL =" 1 0 SECOND FLOOR TW21046 31-0111$ x 41-8711 $ 4 2x8 Rafters 2x8 Raft s — 16"oc. 11 SECOND FLOOR AX281v 2'-8" x 2'-8" 2 1940 MA ON DRIVE CUTCHOGUE, NY, 11935 ALL SECOND FLOOR WINDOWS AND EXTERIOR DOORS TO ATTIC FLOOR CIR30 3'-0�" BE SET AT 6'-1021° 2 2 DRAWING TITLE: PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOTE. VERIFY ALL DIMENSIONS TO ROOF FRAMING PLAN / INSURE FLOORS OF NEW ADDITIOfJ WINDOW SCHEDULE ALINE WITH FLOORS IN EXISTING HOUSE. ALL HEADERS ARE TO BE (2)11/"X 9%" LVL UNLESS NOTES: OTHERWISE NOTED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NOTE: VERIFY ALL DIMENSIONSA B A B FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE INSURE WALLS OF NEW ADDITION 04 4 " 5 DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LINE-UP WITH WALLS IN HOUSE, UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: MAIN ROOF FRAMING PLAN SEPTEMBER 29, 2018 AS PER �EOF N"w PROJECT N0: NOTE: PROVIDE FIRE BREAK �"---�., THE 2015 INTERNATIONAL "�� --, 0,-, RESIDENTIAL CODE UPDATE) SCALE: 1/4"=1'-0" � � 1036-2018 WITH THE 2016 UNIFORM Q ^k Il 9 DRAWN BY: SUPPLEMENT '" R:..- B D K 4i fti' r a' CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIALr RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ter,Q A081as �c SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT A as AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SSIO�P LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Al 04 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 7//,-/, /Cl/� 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) � ( DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® KEMDESIGN-00CIATP.S,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. T SMART VENT FOUNDATION FLOOD VENT SINGLE INSULATED FLOOD VENTS FLOOD COVERAGE = 200 SQ.FT. INSULATION - R VALUE = 8.34 J1111 \LI �� RouGH oPEN1Nc = 16.25 x 8.25 \1ll\u\ KEHL DESIGN ASSOCIATES ,�, .. �� UIC ,� �� I \ � 12 VENT SIZE = 16"W x 8"H x 3"D 12 j � \ r I IL II_I I IW I ILLI I I y '%��'� \�� 12 residential & commercialdesi n . consulting '\II -L\1 , —I7 THIS CRAWL SPACE REQUIRES A 7 11llL 7 mull LI lUI Il ,: ( \\ MIN. OF 6 SINGLE UNITS OR ANY U P0.Box 1675� COMBINATION OF UNITS WITH A FLOOD iLlLiLpone: (631)433-9084 \\ COVERAGE OF 1200 SQ.FT. \llSouthold, 11971 E-Mail: ssbn654@opfonline,nei \/ \ BASE OF FLOOD VENTS TO BE SET 11 \ _ " Kehl Design Associates,LLC o formerly D A K Associates,LLC j AT ELEVATION 7.0 OR LOWER ':.err," �- ani I�ri��{ �,,,�.. '////�� ,-,,,1. LI11J LI\ILlu- l\I �1 � \�� oWNEKSHIP & USE OF DOCUMENTS: � These drawings and specifications including the, �— Top of Existing Wall ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. 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. Ell [I L3 1 1212 Top of Existing Subfloor 4 — 14 NOT FOR Top of TJ1210 x 118" Floor Joists CONSTRUCTION _ USE UNLESS Bottom of TJ1210 x 118 Floor Joists CERTIFIED BILA 16"x10"PermaWrap Re-Located 16 x10 PermaWrap PROFESSIONAL Recessed Craftsman Shower Recessed Craftsman 12 x8 PermaWrap ENGINEER Column � � Col -�- � Recessed Craftsman ULi _ 18" x 18"x 24" 12" x 12"x 24" ° —J�0 Column 18" x 18"x 24" Stone Pedestal - ° Stone Pedestal 0 � . . � � Base - M -- - ,,,—Stone Pedestal Base Base Top of New Subfloor -_ - WORK NOTES: Top of New TJ1230 x 92" Floor Jois _ �— Bottom of New TJ1230 x 92" _ s Floor Joists Top of Foundation NORTH ELEVATION- WEST ELEVATION_ SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" L1L11 LLJ1 ll_l�L_l i_1L LllllU LJL LLa lli „ l ��I r 1LW y°, , �"� " I I I I ILS I IL_L I ILLI_I I��I IIII_ I ILLI 1UllLU I I I I�II_I I I�II_Il I";llll.1�LW1J �� ` 12 ll11llL1 LI � LI %' \ J1 WL \\ i ILL L L LI L 12 LlIIA ��I ILL 1 \ ,- 7 i I I �I I LLT_ % —17 L1LJ11111 LI SLI L - 'l.l_I LW \: , \ 1�1ll,1 I LI I_ I LLI III I �11U I I I f j" , -JiLLLL1\J\ _U LLL-LL]LJIL -LL LliiiLl I\u Lu I I_ lu L IL1: .j II LI LL11 11 \� 1 �" -% L\11 L11 I U LLJ LI I I W I I I I I I I I LLLLJ L_U_WJJILLLIJ-I-LL�L I I I I I�L I I U i I I SLI_I I�i I I I I L I I I I�I I I I I L \� LJ_LILL L11 I I I I LLQ I L L ll�I I I�I I I_ � . j i" -- - -- -LULL 11111 -ILIIIII 111111 1 1 11 111 1 1 Ill 1 11 1111 1 111111 11 11 11 It 11 111111 11 H 11 111111 111111 11 lI 11 1111 - �- ---- Top of Existing Wall - ` �/ \ PROJECT: -IF nilo rm Amok 12 E [4, 12 4 Top of Subfloor 4�- 1940 MASON DRIVE ------ Top of TJ1210 x 118" Floor Joists CUTCHOGUE, NY, 11935 �— Bottom of TJ1210 x 118" Floor Joists DRAWLING TITLE: 12"x8"PermaWrap 12"x8"PermaWrap Recessed Craftsman ELEVATIONS Recessed Craftsman 12" x 12"x 24" Column Column Stone Pedestal AS NOTED �0 Base 12" x 12% 24" 1 18" x 18% 24" Stone Pedestal Stone Pedestal NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Base Base DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Top of New Subfloor PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Top of New TJ1230 x 92 Floor Joists FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE - - �— Bottom of New TJ1230 X 92 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR r UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Floor - _ _ _ FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Top of Foundationon 'SEAL- DATE: SEPTEMBER 29, 2018 SOUTH ELEVATION SMART VENT FOUNDATION FLOOD VENT EAST ELEVATION PROJECT No: 1036-2018 SCALE: 1/4"= r-0° SINGLE INSULATED FLOOD VENTS SCALE: 1/4"= V-0" 9;" fir,"� DRAWN BY: FLOOD COVERAGE = 200 SQ.FT. ' BDK INSULATION - R VALUE = 8.34 ° CHECKED BY: ROUGH OPENING = 16.25"x 8.25" DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL RB VENT SIZE = 16"W x 8"H x 3"D CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE � -14 �� SHEET NUMBER: THIS CRAWL SPACE REQUIRES A AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT X064) 08166a C' LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �FESSI A201 MIN. OF 6 SINGLE UNITS OR ANY THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COMBINATION OF UNITS WITH A FLOOD PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. COVERAGE OF 1200 SQ.FT, 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF - Acceptance of these drawings does not authorize the right to build without the authorization BASE OF FLOOD VENTS TO BE SET 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING AT ELEVATION 7.0' OR LOWER PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) 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 © KEMDESIGN-ASSOQAM uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL NT E CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THEj LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PTI 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — KEHL DESIGN ASSOCIATES LLc PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) residential & commercial design • consulting New 8" CMU New 8" CMU New 8" CMU 4: - - - - - — — — — — — — — _ _ 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC40 — -_. 0) hone;P0.Boz 1675 631 433 9084 _ New 8" CMU p I _ - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - Southold,New York 11971 E-Mail: ssbn654@optonline,net New Patio FOOT Hgt. 10.33 #4 Rebar 2'-0" #4 Rebar 2'-0" #4 Rebar 2'-0" #4 Rebar 2'-0" Kehl Design_Associates,LLC o formerly D A K Associates,LLC Top of New Foundation 9.46 'OWNERSHIP 8c USL OF DOCUMENTS: Bottom of New Girder 8.59' These drawings and specifications including the ideas, design and arrangements represented Flood Elev. 8.0 ereln, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection Top of Existing Floor 7.8 with any work or project other than for which Flood Elev. AE 6.0 they have been prepared without written consent. a Existing Slab -Igt. 5.0 Existing 8" CMU Existing 8" CMU Existing 8" CMU NOT FOR CONSTRUCTION 32-8° USE UNLESS CERTIFIED BY A CROSS SECTION PROFESSIONAL ENGINEER WORK NOTES: — — — — — — --- — — — — — — — — — — — — — — —; — — — — — — — — — — — —— — — —— — — L - - J L - - J 7" 1'4--�7" 1-9Y8. 2' 6 ^' 4/B 2 6" 4-5% 5"x18" Anchor Bolts2"oc. g"x18" Anchor Bolts (Max. 32"oc.) s" 8 (Max.( ) 5 Rebar g x18' Anchor Bolts (Max. 32°oc.) New Finished Floor H t• 10.5 #3 Rebar Stirrup # New Finished Floor Hgt. 10.5' g #3 Rebar Stirrup 2'-0"oc. #3 Rebar Stirrup 'x18" Anchor Bolts (Max. 32"ac.) Bottom of Floor Joists 9.58 2'-O"oc. #5 Rebar #5 Rebar 2'-0"oc. Bottom of Floor Joists 9,58' (2)#5 Horizontal Rebar Top of New Foundation 9.46' Top of New Foundation 9.46' New Floor Hgt, Bottom of New Girder 8.59' ! Bottom of New Girder 8.59' g HVAC Duct t Hood Elev. 8.0 Flood Elev. 8.0 New Poured cone. Wall Verify Hgt. with Owner Existing Floor Hgt. Top of Existing Floor 7.8 1 1 14Top of Existing Floor 7.8 (2)#'S Horizontal Rebar Flood Elev. AE 6.0 ` Flood Elev. AE 6.0 #3 Rebar Stirrup Existing Slab Hgt. 5.0 o Existing Slab Hgt. 5.0 Existing 8" CMU Existing 16"x8" Footing (Min. 3'-0" Below Final L4'� Grade) PROJECT: CROSS SECTION B - M 13 RCM 9% r% 0% F"- * I 'LMA, IL W U 1940 MASON DRIVE 0. �3_6"� CUTCHOGUE, NY, 11935 m - - - -I I- - -- -� r- - - - -1 ' o (2)14"z 118" LVL Girder I ( 13" z" I (2)15' 11�" LVL Gird Ir I � ) 3" z" _ _ o 2 1 x 11 LVL Girder _ a_s 2 1 x it Q o I I I I LVL Girder M N DRAWING TITLE: — — — -� L - -- - J I- - - - J SECTIONS AS NOTED NOTES: New Finished Floor Hgt. 10.5 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. IIIFRINGEMENTS WILL BE Bottom of Floor Joists 9.58 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Top of New Foundation 9.46 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Bottom Of New Girder 8,59 DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT To of New Conc. Pier 8.47' 20 sono Tube Filled FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Top � 20" Sona Tube Filled with 3000 psi Conc. with 3000 psi Conc. Flood Elev, 8.0 #5 Vertical Rebar #5 Vertical Rebar SE/4L: DATE: Top of Existing Floor 7.8 (2)#5 Horizontal Rebor #5 Vertical Rebar #5 Vertical Rebar OF N!cw SEPTEMBER 29, 2018 Flood Elev. AE6.0 #3 Rebar Stirrup #3 Rebar Stirrup #3 Rebar Stirrup �,4 O y O?� PROJECT N0: N N Oma' 1036-2018 i DRAWN BY: Existing Crawl Space Gracie 4.6 �3 0"—� J---q' 0• �3'-6" �. r' zz� CHECKED BY: r— 1 k ,_ i RB © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE r�,o 081 w6 F°aC SHEET NUMBER: (6)#5 Rebar Each Way(E.S.) (8)#5 Rebar Each Way(E.S.) (7)#5 Rebar Each way (E.S.) PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ROF�SSIONP\' WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF � KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ��j f CROSS SECTION PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SCAM,W-1W X1, 2 DOB NUMBER: OF 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 p KE&DESIGN-001CIAM a agencies prior to construction. /:c\dl`l/ 'QJ�/ ✓/„i:!% ie. '.;;� L�%i/!%/�i%.:.ice'. -;�r, �:. j� i MSI _ KEHL DESIGN ASSOCIATES c - - - - - � - — — — residential & commercial design • consulting r ----------------------L — - --t-- ---------------I— — — ------------------�— --- I — P0,Boz 1615 phone: (631)433-9084 6” " .�- - J L- - _J L - - - J Southold,New York 11911 E-Mail: ssbn654optonline,nel Kehl Design Associates,LLC a formerly D A K Associates,LLC UWNLRSHIP & USE OF DOCUMEN I S: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN New Finished Floor Hgt. 105 #3 Rebar Stirrup ` ASSOCIATES, LLC. No part thereof shall be Bottom of Floor Joists 9.58 (2)#5 Horizontal Rebar copied, disclosed to others or used in connection Top of New Foundation 9.46' wi any work or project other than for which they have been prepared without written consent. Bottom of New Girder 8.59' (2)14"x 118" LUL Girder (2)14"x 118" LVL Girder (2)14"x 118" LVL Girder Top of New Conc, Pier 8.47 20" Sono Tube Filled with 3000 psi Conic. 20" Sona Tube Filled with 3000 psi Conic. Flood Elev. 8.0 #5 Vertical Rebar #5 Vertical Rebar LN Top of Existing Floor 7.82)#5 Horizontal Rebar #5 Vertical Rebar #5 Vertical Rebar (2)#5 Horizontal Rebar Flood Elev. AE6.0 Rebar Stirrup #3 Rebar Stirrup #3 Rebar Stirrup #3 Rebar Stirrup N OT FO R N N Existing Crawl Space Grade 4.6 — CONSTRUCTI® � 3'-6" USE UNLESS F-1 Lr (6)#5 Rebar Each Way (E.S.) (7)#5 Rebar Each Way (E.S.) CERTIFIED BY A CROSS SECTION PROFESSIONAL SCAM 1W-1W ENGINEER fl, WORK NOTES: O I r - - - - - - - - - - - , I I I - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - New Finished Floor Hgt. 10.5' Bottom of Floor Joists 9.58' Top of New Foundation 9.46' `- 8"x18" Anchor Bolts (Max. 32"oc.) New Finished Floor Hgt. 10.5' Flood Elev. 8.0 (2)#5 Horizontal Rebar Bottom of Floor Joists 9.58; Top of Existing Floor 7.8 New Grade #5 vertical Rebar @ 4'-o"oc. Top of New Foundation 9.46 8' .) Fl x18" Anchor Bolts (Max. 32"ocood Elev. AE 6.0 New Slab (2)#5 Horizontal Rebar —AE 6.0 New Slab Existing Slab Hgt- 5,0 N —AE 5.0 Existing slab Hgt. Flood Elev. 8.0 � � #5 Rebar Short Way @2'-0"oc. (4)#5 Rebar Long Way(E.S.) a'-2i" 11'-6�' Top of Existing Floor 7.8 1 a (2)#5 Horizontal Reber Flood Elev, AE 6.0 Existing Slab Hgt. 5.0 #5 Rebar Short Way @2'-O"oc. #5 Vertical Rebar @ 4'-O"oc. "PROJECT: (4)#5 Rebar Long Way (E.S.) CROSS SECTIONA I B R 0 S'0' I C m, B "M ^ 0% "M R I D E kr-� = 1940 MASON DRIVE CUTCHOGUE, NY, 11935 New Floor Hgt. 10,5' DRAWING TITLE: Top of Porch Deck 9.98' -4 '-4 Top of Porch Piers 8.52' '11 ' SECTIONS Flood Elev. 8.0' Top of Existing Floor 7.8 5"x18" Anchor Bolts (Max. 32"oc.) �"x18" Anchor Bolts (Max 32"oc.) s°x18" Anchor Bolts (Max. 32"oc.) x18" Anchor Bolts (Max. 32"oc.) AS NOTED Flood Elev. AE6.0' �NOTEs: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EXIStIng Slab Hgt. 5,0' N DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE #5 Vertical Rebar @ 4'-0"oc. #5 Vertical Rebar @ 4'-O"oc. #5 Vertical Rebar @ 4'-0"oc. #5 Vertical Rebar @ 4'-O'oc. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISONS DUE TO UNKNOWN OR #5 Rebar Shari Way @2'-0"oc. #5 Rebar Shari Way @2'-0"oc. #5 Rebar Short Way @2'-0'oc. #5 Rebar Short Way @2'-O"oc. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED As REVISION To THESE PLANS. L — (4)#5 Rebar Long Way(E.S.) L — (4)#5 Rebar Long Way(E.S.) L — (4)#5 Rebar Long Way(E.S.) L' — (4)#5 Rebar Long Way(E.S.) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: F_ —.P "� r .� r — r SEPTEMBER 29, 2018 I I I I I I I I Acceptance of these drawings does not authorize the right to build without the authorization nor r4i.-.W y PROUECT No: L — J L — J L_ — _J L— — J _,T of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 0') r 1036-2018 I OI Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such �� , 7 �� DRAWN BY: 4" 1'-O" 4.—El'- " 4 2-4° agencies prior to construction. (�t�^!, �, y� BDK 2'-0° z'- 2'-0 2-o" ;,. CHECKED BY: RB DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SHEET NUMBER: CROSS SECTION AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE rOA 08186a 1 �i1W-1'-0' 30 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH R�FESStONP THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. A302 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) j l 9 DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) ® UIIrDESIGN•ASSOQA'1P,S,ue 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) //.'� --l_"'Y New House Floor Hgt. 10.5' New House Floor Hgt. 10.5' Top of New Foundation 9.46' 1'-0" g'x18" Anchor Bolts g 1-8" KEHL DESIGN ASSOCIATES t,tC T (Max. 32"oc.) Bottom of Floor Joists 9.58 8"x18° Anchor Bolts residential & commercial design • consulting Top of New Pier 8.4 Top of New Foundation 9,46 (Max. 32"oc.) Flood Elev. B. #5 Vertical Rebar #3 Rebar Stirrup New Floor Hgt. 10.5' _p New Floor Hgt. 10.5' 1_p» New Floor Hgt. 10.5' Flood Elev, 8.0 : g x18" Anchor Bolts s'z18" Anchor Bolts p 5" Top of Existing Floor 7.8 #5 Vertical Rebar Bottom of Floor Joists 9.58' 5" Bottom of Floor Joists 9.58 5' To of New Patio 10.33 a x18" Anchor Bolts Top of Existing Floor 7.8 P0.Boz 1675 phone, (631)433-9084 Top of New Pier 9,46' (Max. 32"oc.) Top of New Pier 9.46' (Max. 32"ac.) -�. (Max. 32"oc.) Flood Elevation AE6.0' o o Southolcl,NevvYork 11971 E-Mail: ssbn654@optonline,net Flood Elev. 8.0 0 #5 vertical Rebar o #5 Vertical Rebar Top of New Foundation 9.0 1,_p" #5 vertical Rebar g g Flood Elevation AE 6.0 Flood Elev. 8.0 Existing Slab Hgt 5.0 Flood Elev. 8.0 Existing Slob Hgt 5.0 L - - - - J Top of Existing Floor 7.8 Top of Existing Floor 7.8 (6)#5 Rebar (Both Ways (E.S.)) Kehl DesignAssociotes,LLCoformelyDAKAssociotes,LLC Flood Elevation AE 6.0 F Flood Elevation AE 6.0 F -1 Top of Existing Floor 7.8 ' -4 0 o Bottom of Footing 6.52 � �owNERSHIP & USE 01= DocuMENrS: ' L - - J o ,w- - -"1 These drawings and specifications includingthe Existing Slab Hgt 5.0 (6)#5 Rebar (Both Ways (E.S.)) Existing Slab Hgt 5.0 (6)#5 Rebar (Both Ways (E.S.)) 3'-p" (5)#5 Rebar (Both Ways (E.S.)) L - ' 1-5-�1'-B'-fi-1'-5 Flood Elev. AE 6.0 Bottom of Footing 2.0 _3 ideas, design and arrangements represented I ( ASSOCIATES therein, are the pro erty of KEHL at thereof sDESlGN Existing Slab Hgt. 5,0 -1'-6"-� 4 5 Rebar Both Wa I p be ( )# ( (E.S.)) ( copied, disclosed to others or used in connection with any work or project other than for which r �1'_p»,� 1 r�1-0�( � P ,i �•u they have been prepared without written consent. o o1-9"-y-D-Ml 4'-6* -� M ,�q L - � - J CROSS SECTION E scup 1W-1'-V NOT FOR CROSS SECTION a CROSS SECTION B CROSS SECTION CROSS SECTION p CONSTRUCTION 904E 114''NF SCALE 1M'•1W 804E-1/41-1'-0' SOME 1141-V0 ' USE UNLESS CERTIFIED BY PROFESSIONAL I ENGINEER WORK NOTES: 3 32 20'- 12'-8 4' LIVING ROOM BEDROOM o - 2'-11}2" z CIL CL. CL. N I 3-iiV,rq - 3 PROJECT: KITCHEN rn BATH BEDROOM APTiLit 00qh10 3y2" R'k Et`ih I "18J'6' E N C E t QY 3'-11Y" 1940 MASON DRIVE CUTCHOGUE, NY, 11935 COVERED 2 BATH _ PORCH LAUNDRY ROOM DRAWING TITLE: SECTION AS NOTED / PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS EXISTING FIRST FLOOR AS PER 2015 INTERNATIONAL RESIDENTIAL CODE / EXISTING FIRST FLOOR NOITES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL PFIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: SEPTEMBER 29, 2018 Acceptance of these drawings does not authorize the right to build without the authorization C;`�-'� ,, c. 1; 1t_'- PROJECT NO: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building L�' `,,/� �'� 1036-2018 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such �rr, '" r, ;i . .{ DRAWN BY: agencies prior to construction. t ^, ' " BDK l I CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL 081808 �7. RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ,cRo �,�' SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE FE,.,�IONP LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH A303 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. �/� /I 9 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) ® KEHbDESIGN"ASSOCIATES,mc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) r M/a/M DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIALCODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. !/''�� --�' �` �orr„�/� e, Hurricane Stropping— i _ 14 x 92 LVL Ridge AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE %/ � _ _ 4% ' 3 3" Bolt LIMITATIONS OF CODE SHALL HCOMPLY LIMITATIONS WITH THE ENTERNATIONALGIBUED DESIGN IS USED IN CONJUNCTION WITH '" 8 2x o lar Ties oc 3„ . - 8 Bolt -- - - I I. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 3 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — KEHL DESIGN ASSOCIATES LLC 2x8 Patters 16" oc. ATTIC g Bolt 5.. Presidential & commercial design • consulting PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 8 CDX Roof Sheathing '_0" 30# Felt Architectual Fiberglass 2x4 Ridge Poles 12 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Roof System @ 16"oc. 7 PO.Box 1675 phone; (631)433-9084 Hurricane Strapping Southold,New York 11971 E-Mail; ssbn654@optonline,net 1X8 Azek Fascia Kehl Design Associates,LLC®formerly D A K Associates,LLC 3" Bolt 3" 3.. y, g g Bolt 8 Bolt Balt OWNERSHIP & USE Uf- DOCUMEN I S: 16" Azek Beaded Soffit ��n R-3 n on 2x Soffa Framing These drawings and specifications includingthe 3x 92X6 Top Plates R 0 su ion ideas, design and arrangements represented (2)14 Z LV> Hdr. therein, are the property of KEHL DESIGN BEDROOM CE MASTER ASSOCIATES, LLC. No art thereof shall be 2xh Studs 2x4 Studs 16 oc. copied, disclosed to others or used in connection Existing Exterior Sheathing � P 30#Fell Existing 4" Oak floor BEDROOM 2x8 Rafter Plate /Nailer Hardi-Plonk Siding 2x4 Shoe with any work or project other than for which R-21 Insulation Existing 4" CDX Subfloar Jg�3� Mesal Standing Seam Roof 52"x 20" LVL Flush Beam 2x6 Shoe 3 9 they have been prepared without written consent. 3 ul r Ex Oak floor Metal Standing Seam Roof GAF Ice & Water Sheild g ^ GAF Ice & Water Shetld " 12 CDX Roof Sheathing 12 Existing 4" CDX Subfloor �" CDX Roof Sheathing 2x6 Rafters 16" oc. 413 2x8 Rafters 16" oc. 2x Soffit Framing Hurricane Stropping 1„ 8„ Hurricane Strapping 1X8 Azek Fascia x6 CJ 16 oc New TJ1210 x 118 Floor Joists New TJ1210 x 118 Floor Joists 2x8 C.J. 16 1X8 Azek Fascia NOT FOR "oc. cS212) CONSTRUCTION 2z Soffit Framing (2)14"x 11�" LVL Hdr. J 54"x 92' LVL Girder CONSTRUCTION 16' Vented Azek Beaded Soffit R-1 nsu anon (2)14"x 92" LVL Hdr. 30 alion Azek Trim 2x Packing �+�+ 2x Girder Packing 14"x 11" LVL Better Header (3)14"x 92° LVL Hdr. 12"x8"PermaWrap Recessed Craftsman Column USE UNLESS 10" HB&G Permacast Column Bolted on Ledger (3)14"x 11g' LVL with (2)4" Stl. FI. Plates Simpson Strong-hold 2x6 Top Plates NEW Threaded Rod with Anchor Plate CERTIFIED BY (2)14"X 92' LVL Hdr. _ NEW COVERED PORCH 2x6 studs - Matching Exterior Sheathing KITCHEN DINING ROOM PROFESSIONAL AREA ENGINEER 30 t 4" Oak floor 4" Oak floor Concrete Base Hardi-Plank Siding Min. (6)2x6 Studs with Stacked Stone NEW FLOOR HOT, 10.5—] 2xs shoe 4" COX Subfloor Provide Solid Blocking 4" CDX Subfloar Veneer to Foundation 3 r Hurricane Strapping 14"x92" LVL Box Beam 1Y Box LVL Boz Beam New Patio a"x6° Trex Decking 10.5 NEW FLOOR HGT. (3)2x10 ACO Girder TJI230 x 9' @ 16 oc. TJ1230 x 9 @ 16 oc. TOP OF PIER 9.52 1x8 Azek Skirt Board — 2x8 ACO Plate R Nrls anon New Conc. Reinforced ��0 h9sirtvfion New New New Addition to Walls Foundation New Foundation FLOOD ELEV. 8.0 2x6 ACQ Floor Joists 12"ac. Foundation (See Foundation Sections) Wall Addition Wall Addition 8.0 FLOOD ELEV. WORK NOTES: 2x6 AGO House Bm. NEW TOP OF SLAB HGT AE 6.17 New Wall Addition New New Conc. Reinforced Concrete New Grade (See Foundation Sectons) (See Foundation Sections) 7.8 TOP OF FLOOR HGT AE6.08 51 Foundation {See Foundation Sections) Foundation Addition to Walls Foundation NEW BOTTOM O FLOOD BZONE AE 6 0 �— e x18" Anchor Bolts (Max 32"oc.) CRAWL SPACE CRAWL SPACE ( ) Wall Wall (See Foundation 'eclions) See Foundation Sections 6.0 AE FLOOD ZONE (See Foundation Sections) (See Foundation Sections) EXISTIfJG SLAB HGT 5.0 = _ _ —_ —_ _ _ _ _ — — _ _ _ _ — _ = 5.0 EXISTING SLAB HGT Existing Existing Foundation Existing 16% 8" :77ew 20"x 8" Foundation Existing 16"x 8" New Wall CMU Foundation Conc. Ft Min Wall CMU Foundation Existing 16"x 8" Conc. F(g. Min (See Foundation Sections) g' (Min) (See Foundation Sections) See Foundation Sections 9 (Min) New 20"x S. (See Foundation Sections) 3'-0" Below Final Grade ( ) _ CMU Foundation 3'-0" Below Final Grade Conc. Ftg. (Min) (See Foundation Sections) See Foundation Sections (See Foundation Sections) ( ) 3'-0" Below Final Grade Existing 16"z 8" Existing 16"x 8" (See Foundation Sections) Existing 16% 8'—' /// " Cana. Ftg. (Min) Conc. Ftg. (Min) Conc. (Min) SBelow Final Grade Below Final Grade Bel CROSS SECTION 3'-0" Below Final Grade A (Seeee Foundation Sections) (See Foundation Sections) (See Foundation Sections) SCALE: 1/4'= 1'-0" Hurricane Strapping 14"x 92' LVL Ridge 12 V g" Boll x II r Ti ] g' Bolt �he 2x8 Rafters 16" oc. ATTIC " 301t 8" CDX Roof Sheathing -0" 30#Felt V V` Architectual Fiberglass 2x4 Ridge Poles � Roof System @ 16"oc. Hurricane Strapping PROJECT: 1X8 Azek Fascia �8" Bolt ---8' g' Bolt 16" Azek Beaded Soffit g' Bolt Pian R- nsu AM 1011%.evalo 2x Soffit Framing 2x6 Top Plates R-30 Insulation (2)14"X 92" LVL Hdr. 2x6 Shoe LIN. in E%0S I I n` E K! 0"'k Em 2x6 StudsBATHROOM CL HALL HALL 2x4 studs 16"ac. MASTER Existing Exterior Sheathing kIito 30 Felt BATHROOM # 7 2x8 Rafter Plate /Nailer Hardi-Plank Siding Better Header 2x4 Shoe R-21 Insulation 3" 1° ^ (3)14 x 118 �3O�on Stl. FI. Plates---- Metal on 40 MASON DRIVE Metal Standing Seam Roof 52"x 20" LVL Flush Boom J„ 9 OAF Ice & Water Sheild ExistingOak floor Metal Standing Seam Roof 4 GAF tae & Water Sheild CUTCHOGUE, NY, 11935 8' CDX Roof Sheathing 12 Existing 4" CDX Subfloar 12 $' CDX Roof Sheathing 2x6 Rafters 16" oc. 4� 13 2x8 Rafters 16" oc. 2x Soffit Framing Hurricane Strapping �„ z„ Hurricane Strapping 1X8 Azek Fascia J c ew TJI210 x 118 Floor Joists New TJ1210 x 118 Floor Joists 1X8 Azek Fascia DRAWING TITLE: 2x8 C.J. 16"oc. � 2x Soffit Framing /2x Packing 14"x ilg' LVL (2)14"x 11$" LVL Hdr. 54°x 92" LVL Girder 16' Vented Azek Beaded Soffit Bolted n Ledger (2)14 x 92' LVL Hdr. 31, r„ Azek Trim 12"x8"PermaWrop Recessed Craftsman Column 2x Girder Packing 19 sul ion (3)14 x 92 LVL Hdr. Simpson Strong-hold SECTIONS 10 HB&G Permacast Column -30, nsuo ion Threaded Rod with Anchor Plate AS NOTED 2x6 Top Plates NEW (2)14"x 91 2x6 shuns' LVL Hdr. COVERED PORCH NOTES: Matching Exterior Sheathing FOYER LIVING ROOM THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE on AREA 3" l„ 3„ Concrete Base DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 30# Felt la x92 LVL Box Beam 4 Oak floor PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL Hard-Plank Siding with Stacked Stone 3'� FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR HELD FIT. THE 2x6 Shoe 4 CDX Subfloor Veneer DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW FLOOR HGT, 10.5--LHurricane Stropping 14"x92'51' LVL Box Beam New Patio UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT TOP OF PIER 8.52 (3x6" rex Decking E L Girder x Id 230 x 9 C 16 oc. TJI230 X 10.5 NEW FLOOR HGT. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, FLOOD ELEV. 8.0 1x8 Azek Skirt Board NEW - In anti -- tion New — New SEAL: DAl E: 2x8 AGO Plate New Foundation Foundation 8,0 FLOOD ELEV. OF i"'fE`U t'�. SEPTEMBER 29, 2018 2x6 ACO Floor Joists 12;'oc. CRAWL SP KP� �} 3�e<��4. PROJECT NO: 2x6 ACQ House Ban Foundation Wall Addition Wall Addition 'CF NEW TOP OF SLAB HGT AE 6.17 New Grade Wall Addition New Conc. Reinforced New (See Foundation Sections) New Conc. Reinforced New (See Foundation Sections) g' X18 Anchor Bolts (Max 32 oc.) Foundation Concrete 7 ��'r'' '�' 1036-2018 NEW BOTTOM OF SLAB HGT AE6.08—L (See Foundation Sections) Addition to Walls Addition to Walls � FLOOD ZONE AE 6.0 New (See Foundation Secii ns) Wall (See Foundation Sections) 6.0 AE FLOOD ZONE ��' �� Foundation (See Foundation Sections) Pier �'� -A DRAWN BY: EXISTING SLAB HGT 5.0 Wall — — — See Foundation Sections n,. .s t ( ) 5.0 EXISTING SLAB HGT ' n �_: �' BDK See Foundation — — — 1 ( ) Existing New 20% 8" Existing 0 t11 CHECKED BY: Sections Conc. Ftg. (Min) Foundation Existing 16°x B" �� > , New Foundation RB Conc. Ftg. (Min) Wall 3'-0" Below Final Grade wall CMU Foundation Existing 16"x 8" © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �b 081&68 ��G 3'-0" Below Final Grade New 20% 8" (See Foundation Sections) See Foundation Sections See Foundation Sections CMU Foundation ,p ( SHEET NUMBER: Existing 16"x 8" (See Foundation Sections) ( ( ) PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT OF P� (See Foundation Sections) �gg►ON (See Foundation Sections) Conc. wg. (Min) CMU Foundation WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 3'-0" Below Final Grade {See Foundation Sections) Existing 16"x 8" Existing 16"x 8" KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE _ A304 (See Foundation Sections) Existing i. ( 8" Conc. Ftg. (Min) Conc. w F (Min) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER -7//� l l 9 Conc. Ftg. (Min) 3'-0" Below Final Grade 3'-0" Below Final Grade , WITH WRITTEN PROOF OF PURCHASE. 3'-0" Below Final Grade (See Foundation Sections) (See Foundation Sections) CROSS C �� DOB NUMBER: OF (See Foundation Sections) � 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 • SCALE: 1/4'= 1'-0" 1,,�OJ4 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © BEMDESIGN"ASSO©A[E%ac agencies prior to construction. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL ✓i' % /< CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE �� ,� Hurricane Stropping f - - - 13"X 91" LVL Ride LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH '�� d Jl l_E7 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. II r Ties e" Bolt 1. Al WOOD FRAMED CONSTRUCTION MANUALWFCM ( ) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — KEHL DESIGN ASSOCIATES LLC 3" residential & commercial design • consulting 2x8 Rafters 16" oc. ATTO„ 8 Bolt PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 5" CDX Roof Sheathing 30y Felt 12 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 2x4 Ridge Poles -17 P0.Box 1675 phone; (631)433-9084 Architectual Fiberglass @ 16"oc. Southold,New York 11971 E-Mail: 8sbn654�opton!ine,nei Roof System Hurricane Strapping Kehl Design Associates,LLC e formerly D A K Associates,LLC 1X8 Azek Fosciofflh L 3„ 7/7:::7 �%///1—11°'%/ e" Bolt „ 8 Bolt OWNERSHIP & USE OF DOCUMENTS: Bolt 16" Azek Beaded Soffit � �" Bolt R�Insullation 3 ns x� These drawings and specifications includingthe 2x soffit Framing � �l � ideas, design and arrangements represented 2x6 Top Plates anon therein, are the property of KEHL DESIGN (2)143"x 92 LVL Hdr. BEDROOM ASSOCIATES, LLC. No part thereof shall be 2x6 Studs 2X4 Studs 16"oc. 8'CDX Sheathing z BEDROOM CE copied, disclosed to others or used in connection 30 Felt (2)14 x118 LVL Flush Beam 2x8 Rafter Plate Nailer with any work or project other than for which Hordi-Plank Siding 26 Shoe 2X4 Shoe they have been prepared without written consent. R-21 Insulation (2)14'x 92" LVL Hdr. _ Metal StandingSeam Roof 54 X111' LVL Flush Beam n Existing 3" Oak flocr Standing R-3 nsu ation 9 4 GAF MetaIIce & WatereSheildam oof GAF Ice & Water Shetld 58" CDX Roof Sheathing 12 Existing 4" CDX Sul 12 �" CDX Roof Sheathing Rafters 2x6 16" oc. — 13 2x8 Rafters 16" oc. 2x Soffit Framing 4� —Hurricane Stropping Hurricane Strapping fin, r New TJ1210 x it " Floor Joists pp g NOTFOR 1X8 Azek Fascia J. 1 0 . UUU New TJI210 x 118 Floor Joists 8 1X8 Azek Fascia 2x8 C.J. 16'oc. cSZSb 2x Soffit Framing - 9 Insu ion 3„ 213"z il�' LVL Hdr. /- 51'x 9'" LVL Girder CONSTRUCTION 3 anon 14 x 14" LVL O a e a 2 16" Vented Azek Beaded Soffit 2x Packing (2)14"x 92' LVL Hdr 3„ I" Azek Trim c 2x Girder Packing (3)14 x 9Z LVL Hdr. p USE UNLESS 12"x8"PermaWra Recessed Craftsman Column 10" HB&G Permocast Column Simpson Strong-hold CERTIFIED BY A 2x6 Top Plates Threaded Rod with Anchor Plate (2)14"x 9Z" LVL Hdr. LIVING ROOM COVERED PORCH PROFESSIONAL 2xh Studs STAIRWELL AREA ENGINEER CDX Roof ySheat�hing 3" Oak floor Concrete Base 30# Felt ,xs;LK aax Beom 4" Oak floor 4 with Stocked Stone Hordi-Plank Siding 3„ 3„ Veneer NEW FLOOR HGT, 10.5 2x6 shoe a CDX Subfloor a CDX Subfloor Hurricane Stroppingff 14' 2 LVL Box Beam New Patio TOP OF PIER 8.52 d"x6" Trex DeckingrE 10.5 NEW FLOOR HGT. (3)2x10 ACO Girder TJ1230 x-9?'' @ 16 oc. x " 9 1 " . 1x8 Azek Skirt Board New R�30 I sura New New. 10.33 TOP OF NEW PATIO FLOOD ELEU. 8.0 2x8 ACO PLote Foundation CRAWL SPACE Foundation New Foundation 8.0 FLOOD ELEV. WORK NOILS: 2x6 ACO Floor Joists 12"oc. Wall Addition Wall Addition Concrete Wall Addition NEW TOP OF SLAB HGT AE 6.17 2x6 ACO House Bra (See Foundation Sections) New Conc. Reinforced New CRAWL SPACE (See Foundation Sections) New Conc. Reinforced Pier (See Foundation Sections) New Grade NEW BOTTOM OF SLAB HGT AE 6.08 g"x18" Anchor Bolts (Max 32"oc.) Addition to Walls Foundation Addition to Walls # FLOOD ZONE AE 6.0 New (Se Foundation Secti ns) Wall (See Foundation Sections) 6.O AE FLOOD ZONE Foundation fee Foundation Sections) EXISTING SLAB HGT 5.0 Wall —_ —_ —_ — _ _ _ _ _ _ _ _ (see Foundation sections) 5.0 EXISTING SLAB HGT Existing Existing Foundation New 20"x 8" Foundation Existing 16"x 8' New Wall Wall CMU Foundation Existing 11 8" Conc. Ft . Min (See Foundation Sections) Conc. Fig. (Min) (See Foundation Sections) See Foundation Sections CMU Foundation 9 ( ) New 20'x 8' Existing 16"x 8" 3'-0" Below Final Grade Conc. Fig. (Min) CMU Foundation 3'-0" Below Final Grade (See Foundation Sections) (See Foundation Sections) 3'-0" Below Final Grade (See Foundation Sections) (See Foundation Sections) Existing 16"x 8" Existing 16"x 8" (See Foundation Sections) Existing 16" Conc. Fig. (Min) Conc. I (Min) x 8" Conc. Ftg. (Min) 3'-0" Below Final Grade 3'-0" Below Final Grade 3'-0" Below Final Grade (See Foundation Sections) (See Foundation Sections) (See Foundation Sections) CROSS SECTION A _ SCALE: 1/4"= 1'-0" Hurricane Strapping 14"x 92 LVL Ridge " Bolt 2y .5dor r T' oc. 3" Bolt 8 ill 2x8 Rafters 16" oc. ATTIC " Bolt Q SIC (` CDX Roof Sheathing81-0.-1, Ucj ��✓ 30y Felt 12 Architectual fiberglass 2x4 Ridge Poles Roof System @ 16"oc. 7 PROJECT: Hurricane Strapping a 1X8 Azek Fascia 8' BoltIlill 8" Bolt g" Boli AMB i il 16" Azek Beaded Soffit 3" Bolt �� R- ul ' 2x Soffit Framing 26 Top Plates R-30 Insulation (2)14"x 92" LVL Hdr. x6 Studs 2X4 Studs 16"ocR E I "[W)" . ° CDX Roof sheathing BEDROOM CL MASTER 30# Felt Existing 4" Oak Floor BEDROOM 2x8 Rafter Plate /Nailer Hardi-Plank Siding 20 Shoe R-21 Insulotion Existing 4" CDX Subfoor 1940 MASON DRIVE Better Header(2)14"x 118" LVL Flush Beam w/(1)21" Stl R. Pl. 2x6 Shoe - °n Metal Standing Seam Roof CUTCHOGUE NY 11935 Metal Standing Seam Roof \7— Existing a Oak iloor GAF Ice & Water sheild > >GAF Ice & Water Sheild 12 Existing 4" CDX Subfloor 12 s CDX Roof Sheathing CDX Roof Sheathing 4� 13 2x8 Rafters 16" oc. 2x6 Rafters 16" cc,2x Soffit Framing "„ 7„ Hurricane Strapping Hurricane Strapping x oc. New TJI210 x 118 Floor Joists New TJ1210 x 118 Floor Joists 1X8 Azek Fascia DRAWING TITLE: 1X8 Azek Fascia - 2X8 C.J. 16"oc. CS25b 2x Soffit Framing 3„ z„ 1„ 1„ 16" Vented Azek Beaded Soffit R- sula (2)ia x 118 LU Hdr. 54 x c LVL Girder (2)14"x 9" LVL Hdr. - sulalion Azek Trim 2z Packing SECTIONS 2x Girder Packing (3)14"x 9Z' LVL Hdr. 12"x8"PermoWrop Recessed Craftsman Column 10" HB&G Permacost Column Simpson Strang-hold AS NOTED 2x6 Top Plates Threaded Rod with Anchor Plate (2)14"x 92" LVL Hdr. MOD _ COVERED PORCH NOTES: 2x6 Studs LAUNDRY ROOM� , PROOMR LIVING ROOM THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 8' CDX Roof Sheathing ROOM AREA DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL DE VA uta'on3, Concrete Base PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 30# Felt 4" Oak floor a Oak floor with Stacked Stone FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR HELD FIT. THE Hordi-Plank SidingDESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMIJISIONS DUE TO UNKNOWN OR 2x6 Shoe 4" CDX Subfloor a Veneer CDX Subfloor " UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FLOOR HGT. 10.5 Hurricane Stropping 5116"" Trez Decking 1, r, 14x92" LVL Box Beam New Patio i4 x92 LVL Box Bea — IT 10.5 NEW FLOOR HGT. FORMALLY ACKNOWLEDGED AS REVISION 10 THESE PLANS. TOP OF PIER 8.52 (3)2x10 ACQ Girder TJ1230 x 9- @ 16 oc. TJI230 x 9 @ 167c. FLOOD ELEV. 8,0 lx8 Azek Skirt Board o Ins�aleHV •�- New n�,� — as NeH New 10.33 TOP OF NEW PATIO SEAL: DATE: 2x8 ACO PLote Founddion Foundation (�O ��Y SEPTEMBER 29, 2018 2x6 ACO Floor Joists 12"oc. Foundation Wall Addition 8.0 FLOOD ELEV. �� 0 13 %1' PROJECT NO: 2x6 ACO House "o Wall Addition WallAddition 4 c' /T- NEW TOP OF SLAB HGT AE 6.17 New New Conc. Reinforced New CRAWL SPACE (See Foundation Sections) New Conc. Reinforced New (See Foundation Sections) �� 7 p NEW BOTTOM OF SLAB HGT AE6.08� New Grade (See Foundation Sections V y 1036-2018 Foundation Addition to Walls Foundation Addition to Walls Concrete O P A 8'x18" Anchor Bolts (Max 32"oc.) ( ) Wall See Foundation Sections t -{ DRAWN BY: Wall See Foundation Sections ( ) Pier 6.0 AE FLOOD ZONE r,:_ ' FLOOD ZONE AE 6.0 (See Foundation Sections) �y, ', (See Foundation Sections) (See Foundation Sections) eDK EXISTING SLAB HGT 5.0 —_ _ _ _ _ _ _ _ _ — - — — — — — — — 5.0 EXISTING SLAB HGT CHECKED Existing Existing RE3 Foundation Existing 16% 8" New 20"x 8" Foundation Existing 16% 8° j 081868 aG New Wall Existing 16"x 8" © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE .o F% SHEET NUMBER: See Foundation Sections CMU Foundation g ( ' ) See Foundotialn Sections CMU Foundation ClFoundation R�FESSIONP� Conc. Ftg. (Min) ZNew 20"z 8" ( (See Foundation Sections) Canc. Ft Min ( (See Foundation Sections) PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 3'-0" Below Final Grade (See Foundation Sections) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 3'-0" Below Final Grade Conc. Ftg. (Min) (See foundation Sections) A305 (See Foundation Sections) 3'-0" Below Final Grade Existing 16"x 8" Existing 16% 8" KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE I� �, (See Foundation Sections) Conc. Fig. (Min) Conc. Ftg. (Min) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Conc. Fig. (Min) 3'-0" Below Final Grade 3'-0" Below Final Grade B (See Foundation Sections) (See Foundation Sections) DOB NUMBER: OF Existing 16"x 8" CROSS SECTION 3'-0" Below Final Grade Acceptance of these drawings does not authorize the right to build without the authorization (See Foundation Sections) SCALE: 1/4"= 1'-0" ��O 5) 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 ® KEMDERGN"ASSOQATES,at agencies prior to construction. GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION C 10 N T R A C T 0 R N 0 T S General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL ____ RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Wo GENERAL NOTI=S: Wood: -- -- ------ 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: )M ��r �T A�r�r �t��r�+� 1 • f�LL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 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 I1GI7LDESIG�\ t1�30�1til,la7 ILC INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B. LOCKED AREA. residential a. commercial design•consulting UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. 2. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE C04TRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 a. All trusses shall be shaped as shown on architectural cross sections. ��' 16311�3-9�4 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Souftlold,New Yak 11971 E;Vi4il SSbn654@optonline.net 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. Erect and brace trusses in accordance to truss plate institute recommendations. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Kerr nAssoctores,uc.rormerlyoAKAssociores,LLc 4. THE CONTRACTOR SHALL COORDINATE ALL. WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OVINEFtSl=1IP"& USE-OF` DOCl7MENTS: CONTRACTOR 5. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. AT ALL TIMES TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS OR ANY FLAMMABLE These drawin s and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports 9 P 9 CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY 7. Al sills shall be pressure preservative treated 4 PSF retention SYP 2 or better. ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. P P ( ) 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6' 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 9 PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTON AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. E 1,600,000 PSI 11177 PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv 95 PSI C. HEAVY DROP CLOTHS. 8. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE NOVEMBER 9, 2019 ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): 9. E 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv 285 PSI DRAWINGS, AND ALL. OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES,LLC. (COTE 11 CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED 'TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. � INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEERS ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE 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 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. _ DMMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEYS FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. NOT FOR 7 SINGLEDE AND SINGLE MULTIIPLE MULTIPLE-STATION S AT ON SINAACCCORDANCEAWITH 2 15 MS AS WELL INTERNAT ONABLORESIDENTIADL CODECTORS CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL LOAD SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE 3'-A" MODERATE TO HEAVY SLIGHT To MODERATE 11 degrees YES 1984/1998 C NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. TABLE 1607.1 - cmtinutd MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, t. �!NIMUM CONCENTRATED LIVE LOADS g PRESCRIPTIVE DESIGN ALL STRUCTURES TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS 'UPANCY OR USE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERf TIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAi - AND - TWO FAMILY DWELLINGS (psf) (pounds) UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND�pRESCUE REQUIREMENTS. 1609.1.2 PROTECTION OF OPENINGS USE OCCUPANCY UNINHABITABLE ATTR VITHOUT STORAGE i 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED PATH AN JMPACT RESISTANT COVERING MEETING THE REQUIREMENTS UNINHABITABLE ATI 41TH LIMITED STORAGE' 1• k 20 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY V10V 2 0 2019 RESIDENTIAL R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREASk 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE - REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1995. TYPE GROUP BALCONIES (EXTERIOR) AN) DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSLE TEST OF ASTM E 1996. NAILING NOTES: ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL V 9 ALL OTHER AREA; 40 EXCEPTION: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF ifs INCH (11.1mm) AND HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS I MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROJECT: PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR N❑ SUBSTITUTIONS HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH 645.16 mm2, 1 SQUARE FOOT = 0.0929 m LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL 1 POUND PER SDUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE All framing hardware shown on these plans, HEIGHT. BUILDING 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING COiVTAfiYfiVG THE PRODUCT iIrtTTH THE GLAZED OPE3YfNG. PANELS SfiAti. 8E unless otherwise indicated i A � PIN-10 THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED , 5 Simpson Strong-Tie, PLANE TO THE AVERAGE HEIGHT OF e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO No substitutions are approved or authorized. THE HIGHEST ROOF SURFACE UNLIMITED AREA 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE =28'-5" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 INTERNATIONAL RESIDENTIAL CODE I. UNINHABITA3lE Al"T1CS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED Due t0 the relationships of framing hardware to BETWEEN J(ISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716mm) OR LESS MERE the other components of the structure, an framin UPDATED WITH THE 2016 ARE NOT TVD OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH p y g INTERNATIONAL CODE SUPPLEMENT. ACCOMMODI.TING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). hardware substitutions Will render these plans OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED null and void, and will result in the installer/contractor TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE assuming responsibility for the design and 19440 MASON DR E BETWEEN OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT performance of the entire system, �+ u^/� w� TOTAL HEIGHT FROM RIDGE TO GRADE 34'-7" J THE JOISITS D RAFTERS S 420 INCHES OR GREATER, OR WHERARE THOSE WHERE THE ETHEREACRE TWO OR PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. pCUTCMOGUE, I I, 11935 MORE ADJA^,ENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY 11, 111 OR IV BUILDINGS LOCATED OVER 60 FEET ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE LUMBER SPECIES AND GRADE THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS PERMITTED TO BE UNPROTECTED. CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER BOTTOM CHORDS WHERE ALL of THE FOLLOWING CONDITIONS ARE MET: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE DRAWING TITLE: L THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER BY 30 INCFGS IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. NOT LESS THAN 30 INCHES GENERALNOTES Pi.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2 INCHES VERTICAL To 12 UNITS HORIZONTAL STRUCTUAL PANELS a,b,c,d THE REMANING POPTONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - DESIGNED 'OR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING (INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (RISS-230) NOTES: AREAS OF STRUCTURE THAN 10 FOUNDS FER SQUARE FOOT. FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. CRAWL SPACE NA K. ATTIC SPICES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO.INFRINGEMENTS WILL BE NEW CRAWL SPACE 1242 sq. ft. TO SUPNRT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF TIE LAW CONTRACTORS SHALL VEIn ALL N0. 8 WOOD SCREW- EX. BASEMENT NA ROOMS FELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR NA BASED ANCHOR WITH 2 16 10 8 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR FIRST FLOOR LIVING AREA 1267 sq. ft. INCH EMBEDMENT LENGTH UNFORESEEN HELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT EX. SECOND FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SECOND FLOOR LIVING AREA 1053 sq. ft. OF THE INTERNATIONAL BUILDING CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DATE: INCH EMBEDMENT LENGTH NEW BALCONY NA LOFT NA Y4 INCH DIAMETER LAGSCREW- SEPTEMBER 10, 2019 ATTIC (HOUSE)(a) a NA BASED ANCHOR WITH 2 16 12 9 PROJECT NO: PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH C COPYRIGHT 2019 KEHL DESIGN ASSOCIATES LLC. ATTIC HOUSE - NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENTDRAWN BY: . ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1 o3s-2018 GARAGE NA UNDER FEDERAL COPYRIGHT LAW. ., ATTIC (GARAGE)(c) NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS HOUSE FINISH FLOOR HEIGHT TO PLANS MAY NOT BE REPRODUCED WITHOUT OF NEW y°`e BDK BONUS ROOM NA OF TABLE N1102.1 BASED ON 1HE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR SI: 1 inch 25.4 mm, 1 FOOT = 304.8 mm, 1 pound 4.448 N, 1 mile per hour = 0.447 m/s WRITTEN AUTHORIZATION. p O,Q NECKED BY: SCREENED PORCHES NA INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. B E I O 5 o. This table is based on 140 mph wind speed and a 45-foot mean roof height. - (SEE PAGE A102 FOR DETAILS). .� ALL PLANS AND DEIGNS ARE THE SOLE PROPERTY OF „ T SUNROOM NA b. Fasteners shall be installed at opposing ends of the wood structural panel. 1 KEHL DESIGN ASSOCIATES, LLC. EET LH: SIDE DECKS 75 sq. ft. Fasteners shall be located a minimum of 1 inch from the edge of the panel. FLOOD E LEVAT I ON I S AE 6.O THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE m COVERED PATO 307 sq. ft. PRESCRIPTIVE DES'GN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL yN THE. c. Anchors shall penetrate through the exterior wall covering with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH %BITTEN COVERED ENTRANCE 113 sq. ft. RESIDENTIAL COIDE UPDATED WITH THE.2016 INTERNATIONAL CODE SUPPLEMENT. length of 2 inches minimum into the building frame. Fasteners shall be located \. PROOF OF PURCHASE. CoA 053711 G1 POOL HOUSE CABANA NA NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING a minimum of 2X inches from the edge of concrete block or concrete. - ROFESSION ACCESSORY STRUCTURE NA d. Where panel are attached to masonry or masonry stucco, they shall be attached Acceptance of these drawingsdoes not authorize the light to build without 9 UNCOVERED PATIO 368 sq. ft. PATTERNS OF ALL MATERIALS TO BE IN ACCORDANCE WITH using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as SuffoIk County Dept. DOB NUMBER: OF CHAPTER 23 OF THE 2015 INTERNATIONAL BUILDING CODE. of 1,500 pounds. of Health Services, Town BuBding Departments, DEC, FEMA, etc. �1 '? Verify all conditions, codes, and requirements with such agencies prior to Q3 1 (a) WITHOUT STORAGE COnStrl1Ct10n. ® li1ffi1IM• 'j$S,izc (b) WITH STORAGE SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE BdNA""� MTS20 LTS20 TWDWOed NAILS THIS - -- SII>E RUSS TPROVIDE (1) HGAIOKT ON FASTENERS ALLOWABLE LOADS 1.2 LOAD • LATERAL PATIR PATH TOTAL FA . • p . N0. TO NAILS REF CODE 8d NAILS , SIDE OF CEILING JOIST MODEL GA UPLIFT UPLIFT AND ON SIDE OF RAFTER ) ---------- ----- ---- --------- ro AVG (133/160) &TUT ° RAFTERS,/ TO PLATES STUDS ULT. TRUSS (133) (160) F F2 (133& ", SITU �•- •' -- -- - -- NOTE: REFER TO SIMPSON WOOD CONSTRUCTION *^ MPSON TAKE-UP WASHER N7 16 4-8d 2-8d B-8d 2991 930 gas 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND _ �3 PROPER INSTALLATION PROCEDURES M DESIGN ASSOCIATES LW residential a, commercid d H6 16 8-8d 8-8d 3983 915 950 650 5, 44 — eslgn• consulting DIMENVONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° ARTRIA2 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER P0.Box 1615 CODE >�Fan. • / ° phone: (631)433-9084 f Southold,New york 11911 E MaB: ssbn654�opton6ne.net AVG MODEL GA NO. AX A ULT. LFTA LFTA REF. PLATES •p D 4N L QTY DIA 1 ' F2- 2' 3' 3}" 1}" 2' 2}" 3" 3}" QGFIT S P 4 Kehl n Associates.LLC• D A K Associates,LLC Od NAILS 1 LFTA 16 2r17` 36 '18-104 — 4200 1205 1400 5, 44, 85 INTD STUD • RERSHIP_&` E"`_0I -ESiSi✓IJfELJTS: 2 FtR LARCH /SO. PI sE FASTENERS ALLOWABLE UPLIFT LOADS ,• These drawings and specifications including the MODEL L AVG tOd 104 x If CODE NO. ULT. REF. LFT A LSTA21 ° ideas, design and arrangements represented 10d 10d x lr (133 / 160) (133) (160) T A 2 1 ° therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Slrlpson Strong—Tle copied, disclosed to others or used in connection MTS16 16 14-1Od 14-104 x 11" 3116 1000 840 1000 3, 41, 128 • HGA10 with any work or project other than for which MTS20 20 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 • DETAII., "K" they have been prepared without written consent. AR'I�'Sc12 • REV: LST20 20 12-10d 12-1Od x 11" 2366 775 720 720 3, 41 CNOUPLER NUT DETAIL "E" STU g"— NOVEMBER 9, 2019 DWG-FIR-LARCH Equal number of SIMPSON TYPE OF DIRECTION ALLOWABLE SO. PIN OAD RODE specified nails in TAKE-UP WASHER MODEL TION OF LOAD FLOOR ROOF (133/ N0. TioN loo 125 Iso each end Simpson Strong-Tie G 515 645 670 . CS16 ART)-x12 LTP4 5 J 515 645 870 6, 39, 97 H 515 645 670 DETAIL "H" MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS!"-'(DF/SP)(133) HOLDOWN HOLDOWN ARTt'x12 DEFLECTION DEFLECTION CODE TUD LENGTH OF BOLT AT HIGHEST AVG AT HIGHEST REF. MODEL ANCAHOR ACHIN ULT. IN VERTICAL WOOD MEMBER ALLOWABLE LOAD DESIGN ALLOWABLE BASE BODY A CA HB' SB W H B SO CL DIA ° OLTS DESIGN WHEN RAISED OFF 00 3k" 51 TY DIA it 2' 2r 3' ' LOAD 114E SILLPLATE HD2A 16 12 4&' 2J" 2r 8' 1 2A' i' lir 2 $• 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS MODEL AVG DF / SP CODE NO. W L STUD PLATE ULT. (t33) (1S0) REF. SP4 3&' 71' -10d x 11" —2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 NO. GA W L NAILS FLOOR (133) (160) REF. °e WORK NOTES: LSTA21 20 1 " 2116-10d 905 1 1205 1 1295 7, 40 90 bee DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL No. G" W L NAILS 100 (133) (160) Rte' Simpson Strong-Tie STUI $"- MSTA24 18 1 117 1 24 1025 1370 1640 1 7 40 90 TOTAL ALLOWABLE TENSION LOADS NAIL CODE L U S 4 6 SIMPSON NOEL (LENGTH E14D GA CUT LENGTH FASTENERS 100 133 160 2 SPACING REF. HD2A HOTFOR TAKE-UP WASHER OF ROLL ( ) ( / ) IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CO STRUCTi 1® CS16 151141 0' 114' 16 CLEAR SPAN +31" 28-8d 1235 1650 24' 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS I FASTENERSNOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DN CN 7HIS PLAN WITHOUT WRITTEN AUTHORIZATION HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL, "F" USE UNLESS NO. GA IN H B 10d 16d JOISTS ULT. (133)(160) 104 tsd 104 164 104 164 REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3 ' 4j!' 2 — 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" CNW- CERTIFIED �Y y HUS210-2 14 3r 9jJ• 2 — 8-16d 8-16d 607611 2105 1650 1900 1 2065 36 84 122 AR T�x12 f_CO TUL 5R NUT 1H0FESSIONAL DOUG-FIR LARCHj=. PINE ALLOWABLE LOADS ®1� FASTENERS UPLIFT UPLIFT LATERAL CODE SIMPSON ENGINEER - MODEL AVG (133/16D) REF. NO. GAULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F s TAKE-UP WASHER 160 HGA10KT 14 4-.SDSr'x1 J' 4-SDSrx3' 1 1523 1 435 435 1165 940 USE A N DF S P 4 TVD 8d NAILS THIS CNW- SW(IF TRuss COUPLER NUT S P 4 TOTAL I" • Ci . A MINIMUM OFs SME OF • ° MTS16 STU LSTA21 ANCHOR BOLTS MTS16 SIMPSON SIMPSON II sd NAILSINT0 R ' ' p • HD2A TAKE-UP WASHER St HUS210 ie LSTA21 2 %+►'mss_ ® j0 10 • FL I o 8d NAIL • • o D TD I" DETAIL "A" STUD Simpson Strong-Tie PLATES •p H7 �� ® DETAIL "D" DETAIL "G" DETAIL "J" 1940 MASON DRIVE INTI] Simpson Strong-Tie � ' H7 Simpson Strong-Tie DETAIL "L" CUTCHOGUE, NY, 11935 LFTA ROD SYSTEM LFTA '-•' LFTA I Ridge Strapping NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS BPI ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE I L S T A 3 0 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS I I L : 3•' THROUGH ROOF RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 2nd FLOOR 3•' THROUGH ROOF 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. SIMPSON WINDLOAD ROOF 2nd FLOOR 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. CHARTS & CALCULATIONS 3p 3•' 3'• '3• ROOF 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. I• 3 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. / STRONG TIE DETAILS I• ROOF DRAI NAG E LTP4 2 3 2 3 ROOF AREA = 2645 sq/ft CALCULATIONS AND I ' LTP4 FLOOR 2nd FLOOR PLUMBING RISER DIAGRAM . 2. V = AzRxc LtP4 3 2 3.. A = 2645 sq/ft NOTES: I 2•• " " 3 2 3 R = 2" RAINFALL = .11 ft 1HESE PIANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL, C 2. u ar C = COEFF = 1.0 DESIGN PROFESSIONAL WHOSE SEAL IS AF IXED HERETO. INFRINGEMENTS WILL BE I� Simpson Strong-Tie Tie 2" 3 " N0013 3 PROSECUTED TO THE FiALEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY All p 9- V= 2645 x 1 x .166667 = 441 C.F. FIELD CONDIAONS AND DIt�ONS AND BE SaEY RESPONSIBLE FAR MD AT. THE Floor-t o-Floor Connections 2 w DESIGN PROFTESSIONAL ASSUMES NO LIABIILITY FOR OMMISIONS DUE TO UNKNOWN OR st FLOOR 441 / 42.25 VERTICAL FT. / FT = 10.44 V.F. UNFORES[EN FEID CONDrnONS AND OR ADDITKNS BASET)UPON COMMENTS NDT FLOOR c,o •• , , • FORMALLY ACKNOWLEDGED AS FUSION TO THESE PLANS. Ridge Strapping USE (4) 8 DIA POOL 3-0 DEEP = 12 V.F. 3 3 3. Detail 3 3 OR EAL DATE: n nr 4.•• F.A. VENT e" 441 22.3 VERTICAL FT FT = 19.78 LTP4 DETAIL B ABOVE GRADE / / SEPTEMBER 10, 2019 c.o C.0 c.c c.o 4C.o. USE (4) V DIA. POOL 5' DEEP = 24 V.F. PROJECT NO: LTP4 C.O. TO SCWA APPROVED SEWERAGE SYSTEM 1036-2018 Simpson Strong-Tie POOLS TO BE PLACED ON OPPOSITE SIDE OF DRAWN BY: Floor-to-F loor Connections ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY HOUSE AND/OR LEADERS TO BE PIPED TO (EOF N p,, BDK EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PLUMBING RISER DIAGRAM (NTS) POOLS (1/2 OF THE ROOF TO DRAIN TO EACH Go �0° CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC CODE UPDATED WITH THE 2015 UNIFORM CODE SUPPLEMENT. NO SUBSTITUTIONSSYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). . AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE All framing hardware shown on these plans, LU LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITHALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA unless otherwise indicated, is Simpson Strong-Tie, o o ,c� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. No substitutions are approved or authorized, WHERE TRAFFIC IS TO BE PRESENT. ARO 6377A �` G2 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Due to the relationships of framing hardware to IF A MULTIPLE POOL SYSTEM IS USED AROUND THE FEssIaNP the other components of the structure, any f raming HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL Doe M11MBE 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - , these plans BE DIVERTED TO EACH POOL PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) null and void, and will result in the installer/contractor POOLS TO BE INSTALLED MIN. OF 3'-0' ABOVE assuming responsibility for the design and GROUND WATER. •A5900ATffi,nc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 8 A Flo> F+ _ A PROVIDE HURRICANE STRAPPING IN o ---- P ---- ACCORDANCE WITH THE -- _ SMART VENT FOUNDATION FLOOD VENT 2015 INTERNATIONAL RESIDENTIAL COME 4'<�' '-o• <'4�,' ,arm �IIN rHF 2016ur�lf��u COVE suPP�Fhr. 5N r-�'---�–r-4�•–�–r-4�• �1, SINGLE INSULATED FLOOD VENTS - - PIER DETAIL F104 ___ _ __ _ __ _ `� FLOOD COVERAGE = 200 SQ.FT. KEHL n I u u INSULATION — R VALUE = 8.34 'r ALL HEADERS ARE TO BE DESIGN MOMTSS, LLC ROUGH OPENING = 16.25"x 8.25 (2)1?;X RV LVL UNLESS resdenfial & commercial design•consulting -� III II II III n n n OTHERWISE NOTED VENT SIZE = 16"W X 8"H X 3"D rtt------11------li------n-1 PIER DETAIL 0104 PIER DETAIL G104 THIS CRAWL SPACE REQUIRES A PIER DETAIL G104 :� Po.aac1615 PIER DETAIL 6104 � I -I NOTE: PROVDE FIRE BREAKS phone: (631)433-9034 U ;;------ ------ ; MIN. INGLE UNITS OR ANY — AS PER SOUth01d,New Yak 11911 E-Mail: ssbn654�optonline.net F2'-4� -o' 0° 0° -0° 2-4y' THE 2015 INTERNATIONAL RESDENIIAL CODE UPDATEDCOMBINATION OF UNITS WITH AFLOOD —, � Kehl Design Associotes,LLC rormerlyDAKAssociotes,LLC WITH THE 2016 IAJIfORM r>r-----tr------Ir— tty u n II III COVERAGE OF 1400 SQ.FT. t/ �—r-0• III Ilf—r-O—+�II III f--r-D• �`—r-0• — --------------- ------- ---------JJL-- --LL— -----JLL--- ----- ---------------- ----- — ,� i�—� 2x12 ACO Girder �— 2x12 ACO Geder BASE OF FLOOD VENTS TO BE SET � R _ SUPPLEMENT OW E SNI�L �•lT7KiIENT " — 1x12 ACO Girder r— 2x12 ACO Grder f——I1 AT ELEVATION 7.0' OR LOWER — — — — — — — — — — — — — — — — — — — — — These drawings and specifications including the IL_— 2x12 ACO Girder �� L_J 2x12 ACO Girder L_J 2x12 ACO Girder L.— 2x12 ACO Cider t,� L_—�I ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be if copied, disclosed to others or used in connection I I with any work or project other than for which they have been prepared without written consent. 1"-2" Gravel on N o3 J9 a Is >` pp -,�• ,'�• ,'-r ,'-s r114 Weed Barrier Q REV: � Q N Q Q NOVEMBER 9, 2019 W °� O cv N N N d O Q o a g Q o a o 0 i ox m oo � T I N N N N ONO ■ (FOR 2- 3_x12 ACO Girder — I_ _ I _ 3x12 ACO Girder_ _ I _ _I _ 3x12 ACO Girder I I _ ttt--- - _ r _ CONSTRUCTION I I I 3x12 ACO Grder j' I — I 3212 ACO Girder � — I 3x12 ACO Girder I — LI-- J L— J L— J L_ IJ �';-�' -�'-�' �`-�'-o• j•-�'�°' I CERTIFIED BY A y PROFESSIONAL 1 r ; --. SEE PIER 8 w w y o PIER DETAIL;D104 PIER DETAIL D104 PIER DETAIL D104 PIER DETAIL D104 I DETAIL H104 a a o ENGINEER I I g 111-231 Gravel an a g a Q Q W 3'-6• off' S Weed Barrier 1"-2" Size Gravel 1 —2 Size Gravel -2�' 4 N W � °D en d 2x8 ACO Flow on Weed Barrier on Weed Barrier Joists®lrac _ SEE PIER DETAIL F104 Joists 0 12)x8 ACO aoc. WORK NOTES: I _----------- __ _ _,I_-------------------------------- Ac_ ____ _ ____ I ——T—— xt A Rause Beam ———— xt AC Nouse Beam ——————— xt2 AC House Beam ———————— x12 HAise Beam T ( 16°x8' 16'x16' 16'x16' 16•x16' '17 •-� �� r--- SmartVent --- -- — Smart Vent ---------- Smart Vent-------- Smart Vent-----� I Provide DbI Box Bm. Provide Dbl Box Bm. Provide DbI Box Bm. Provide Dbl Box Bm. I :a above all Flood Vents above all Flood Vents above all Flood Vents above all Flood Vents I �N ® ® ® ® ® SMART VENT FOUNDATION FLOOD VENT 1 I I 1 Provid Nev( 1 LVL Flush Beam SINGLE INSULATED ROOD VENTS Provide Obl Box Bm. o o 'v $ a above all Flood vents FLOOD COVERAGE = 200 SQ.FT. • INSULATION — R VALUE = 8.34 o o 0 0 Provide New TJ 2 118 Flow n n joists® a; ,��, ROUGH OPENING = 16.25"x 8.25 VENT SIZE = 16°W x 8°H x 3"D Z z Z z SEE PIER SEE PIER SEE PIER THIS CRAKE SPACE REQUIRES A ' I I I ct ct & a a J MIN. OF 7 SINGLE UNITS OR ANY I I DETAIL E104 DETAIL E104 DETAIL E104 I I _ _ Provide w Box Bm. COMBINATION OF UNITS WITH A FLOOD r-33;'-- o° 31-V44 2'-s' I • ., above d1 Flood Vents COVERAGE OF 1400 SQ.FT. Provid New ) 4 1 lVL Flush Beam BASE OF FLOOD VENTS TO BE SET 4' 0•-5 1'-3 7'-ETN '-ZiN �4• �f> 4' 0'-5 11'-3 7- i AT ELEVATI01� �.0+ �R OWER II--- – – --- ---- INSTALL ALL TJ AS PER MANUFACTURES SPECS AND I I ( I ( I I I IN ACCORDANCE WITH THE rjBx18 Steil fleal>L__ _ I gBx18 Steel _ I W9x18 Steel Beam I I CODE UPDATED WITH2015 THE N2016 UNIAL FORM�CODE SUPPLEMENT. I I I I I I I I I I '-o• ——— 7-4• ——— -3� ' I cam, r � E PROJECT: •N i I G SEE PIER I I b I ® ® I 2x6 ACO Floor I ;1 SEF HER DETAIL C104 M I I SEE PIER Joists 012'oc. . c--c> a I I ——— DETAIL C104 I N m DETAIL H104 �P j LEI"'0"'1"1"10 SEE PIER SEE PIER o f I I I m o 0 0 0 0 N C E DETAIL H104 I N N N N N I DETAIL B104 __ _ ti ® 33/' 6• �_6• SEE PIER --1 I • ml a :� DETAIL H104 91 - a a a 1940 MASON DRIVE I I 1r-2,g• ® r-sag' s-a•—1 I ® I `� I a l E I ,�. I I I �' II CUTCHOGUE, NY, 11535 + Q cl L--'30 _–J -- -----, � I f I= I I -4—�� 1' SEE PIER DRAWING TITLE: I i N i i L DETAIL H104------------- -- -r -J- --- ----------� I 2xbAC0 Dose earn FOUNDATION PLANz6 AC Fl r Joi _ I I FIRST FLOOR DICK I I I L ————————————— — —— ----J L_—__.�----------------- J I AC ou 13 rx 'L Box eam 2xfi CQ use am 2z6PACO Hous�e8eam SEE PIER �'x 91•LVL Box Beam 2x6 ACO House Beam I FRAMING PLAN I o 0 0 0 o a o 0 0 o I ' DETAIL H104 �, _1�° I 6 a q Cy p CIO cy a N a VOTES: V U U V U U U V V U Q �' THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE � N � N N N N y � N � � y I DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO.INFRINGEMENTS M11 BE I N O [�, O N � N O N O N O N O N O N O N 7 I PROSECUTED TO THE FULLEST EXTENT OF THE LAW.CONTRACTORS SHALL VERIFY ALL 111" 3'-p1�• _ _ _ I _ I MD CONDIADNS AND gIIMONS AND BE SOLEY RESPONSIBLE FOR HED FIT. THE COPYRIGHT 2019 KEHL DESIGN ASSOCIATE LLC. ALL FLOOR PLANS AND ELEVATIONS ARE I— o r ®OTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DUNFORESEEN HELDESIGN EL CONDITIONS AND ORAADDnONS BASED UPON COMMENTS NOT � 3 2x12 ACO Girder 3 2x12 ACO Girder 3 2212 AC4 Girder I 3 2 2 A Cir 3x12 CO der 2x12 CO der 1• ( ) (�— + "' ( ) I ( r 114 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF (FORMALLY ACKNOWLEDGED AS REM90N TO THESE PLANS. KEHL DESIGN ASSOCIATES, C. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE SEAL DATE: SEE PIER DETAIL A104 t—�'-'�' -3�' L L-1 SEE PIER DETAIL A104 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEPTEMBER 10, 2019 PROJECT NO: Acceptance of these drawings does not authorize the right to bold without the authorization SEE PIER SEE PIER of locd governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1036-2018 A e A B Departments, DEC, FEMA, etc. Verify all conditions, codes, and reVirements with such DRAWN BY: DETAIL F104 -3 '-3� DETAIL F104 agencies prior to construction. BDK II I OF NE CHECKED BY: [._, �1'-0' '-0' '-0 1'-9' '-0' '-0 FIFIST FLOOR DECK DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL RGA RB SEE PIER CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. * �e AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE A DETAIL F104 A LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH FRAMIlk G PLAN- THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. �, ��r377" A101 �,p 5377 �� I SCALE� ._g�-0. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) �OFessl_t's OB_11UM8E= -- _ 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — NOTE #1 PROVIDE (2)2x8 ACQ ON ALL SIDES OF OPENING PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) TO CRAWL SPACE ® �' � 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) INSTALL ALL M AS PER MANUFACTURES SPECS AN) IN ACCORDANCE WITH THE ---- ----- --- --- ®- -- 2015 BTERNADOINAL RESIDENAAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENF. -- -- ------ HMDESIGN ASSOCIATES residential S commercial design•consulting P0.Box 1675 phone: (6311433-W Souftwld,New Yak 11971 E-Mail: sbn654@optonh.net DECK KeN Design Associates,LLC•formerly D A K Associates,LLC PAHO 38'-z3; 6 I1'L SHIP &USE--OF—b CUWLN14 These drawings and specifications including the 3G- ideas, design and arrangements represented therein, are the property of KEHL DESIGN 1 1'-6' 1'-6' 1'-6' '-1 + ASSOCIATES, L.L.C. No part thereof shall be 78 0 1 copied, disclosed to others or used in connection with any work or project other than for which 2-9' 'i w 2'-g• _'; they have been prepared without written consent. off' '-1 4 +x LUL Order — — 41%*x 9Y LVL Girder4)134•x SIN LVL Girder — !-Of 01¢' REV: NOVEMBER 9, 2019 I I o I I ( o Fo 0 0 _-0 o'` io co co - �o � m NOT FOR 2z C.,11 16 oc. 2x8 .J. 1oc. CONSTRUCTION COVERED I I �' OVE ED C71 �' C I I PARCHI � U POR H U C., v USE UNLESS C114°° C"i� °�C14 I I CERTIFIED BY A '-6• --�-- ---11'-6• r-D•— —r-D- I I PROFESSIONAL © ❑ © I © � © ENGINEER 4 10510 FWG100B0-4 10510 ❑ 11 _HLLL I (3)134 X 1117 LVL Box Bm (3)IrX 117 LVL Box Bm :F® (3rYX 118 LVL Bax Om (3)134X W LVL Hdr. (3)134X LVL Hdr. (3)134X LVL Hdr. 2 1 "' `" ❑ 1 a WORK NOTES: in • O O O U O O CD CD CO CD Ln DINING ROOM ' 0 ING 00 @, cam, ElAREA �" M� AR LIVING ROOM o Q LI NG OM x o 2 ♦— 0 O ❑ Stairs to be 15 Risers @ 8r V- 14 Treads 14 9.0 Total Tread to be 101' ———— ————————— ——--—_ —_--_—_ --_—_-_—_ ' — t4gOx9itk 2x8�6A-tep dateee Side-e#-Webb-o be-ple9 JI 4it -l +rith Leyer:f� eeg — W11009 with 2x8 ACO top plate Each Side of Webb to be fll d with (2)-1 Z LVL with 1 Layer of Plywood. UTILITY — — — — — — U ITY • ROOM POWD • _ ' ROM I P D 1' O I o � DrainnlAbove � UNDER � � RUU `� o � � unity I t U ER 0 - - STAIRS -10' _ D n wa I S IRS l I l Un 3'-6' ® 2668 i LjL 70 ' c3 o -� P KITCHEN ® ' ' ITC N 2 t3''x 117'UUU ash Bm MUD -o �' ® D 5 N �' 1N�'—,{ () + b W� _ —,� ROOM ' S ^'°° w� ` m I OM M� 3'- = x •� Drain ve m �'T " L x o o ain ® x x ISLAND , I I — — o I AN �;, � F ^� CD CD PROJECT: 3'-10• (opt) FOYER �_ i N_ N N _� Shower o -314 -61± 2'-0' Re-Located r- Pt) '— ® �� x rte- 15'-13e , Drain Above x m t Shower in Ab `� 6)2x4 Studs - _ - 'js. r ° -' 12)134'x 11 LVL Flus I ~ 10A0 3" 6 2x d _ _ 5'x20'LVL Flush Beam _ _ 5}'x20 LVL Flush Beam 21 x 11 LVLT I _ _ 118 LVL Flus x _ __ _ VL_ _ '�_1 _ 31 1 ush ' 7 2Simpson 1HDH612 a Equal 1 �Flush Beam ^ I Simpson HGL a Equal 2 • - 7 Rl%�k "' - I I i d�ti IE � 1' 4• I I 2lY LVL Hdr. 2068 LAUNDRY ROOM �, e 2x8 Ceili 3 6080 DBL DOOR CL11 - 3 ew 2z8 Ceiling LAU DRY OOM lists 1 a 19x40 MASON DRIVE ❑ r-3 ' ❑ I CUTCHOGUE, IVY, 11935 r- ' Joists 1 oc. 213�°X L Hdr. o r-1 213±X LVL Hdr. 1 11 It VI I TW2 10 31SM TWM410 ` Tw2Mlo 3-SO Tw2,10410 ` 4 1 C) 4 ew 2x8 Cef) New 2x8 Ceilin - JOIStS 16 O . DRAWING TITLE: _ c _ c c c ' ,� U c0 V CO CO co U co co Joists 16 oc. � � � � FIRST FLOOR PLAN / N ' � N c�i7 � N c�i7 N � N � 310 3 3C> SECOND FLOOR PLAN _H(3)1 Tx 9-F" LVL Girder (3)1 >.x 9 " LVL Girder NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE �— —� DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOO RESPONSIBLE FOR FIELD FIT. THE ALL FIRST FLOOR WINDOWS _ _ .- . FIRST FL001FIZ CEILI 'KnIG FRAMING PLAIRN! �� ASSUMES NO LIABILITY FOR LASED NS DUE TO COMUNKMENTS T OR UNFORE�EN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT AND EXTERIOR DOORS TO -`� 3' 113' 3 113' -7N ' 4 FORMALLY ACKNOWLEDGm AS REVISION TO THESE PLANS INSTALL ALL TJI AS PER MANUFACTURES SPECS AND SCALE: 1/4"=1'-0" ` BE STT AT 8'-0' 1'-1034 16-0 ' '-0' IN ACCORDANCE WTH THE SEAL: SATE: 2015 INTERNATIONAL RESIDENTIAL COME SEPTEMBER 10, 2019 PROVIDE HURRICANE STRAPPING IN 4-4 UPDATED YWTH THE 2016 UNIFORM CODE SUPPLEMENT. PROJECT NO: ACCORDANCE NTH THE 1036-2018 2015 INTERNATIONAL RESIDENTIAL CODE I A A DRAWN BY: UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 11Y8' ,�_g• - ,0'_7� 13'_7• 1)g' BDK _p• ��OF N p NC- CHECKED BY: �G _ G0,Qo ,per RB (2)134 X W LVL UNLESS CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ALL HEADERS ARE TO 13E DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL ® CDPYRlGNT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND I]EVAAONS ARE ^ T * HEFT NUMBER: OTHERWISE NOTED AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT a a e LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF> > _ THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �N�O 05377'x Al 02 F= IRST FLCA®NOTE: PROVIDE FIRE BREAKSPLAN- 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WI1H WRITTEN PROOF OF PURCHASE. S ARCFESS�ON1'�. WE 2015 AfftTEflfiATlGt1At 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF RESIDENTIAL CODE UPDATED SCALE: 1/4"=1'-0" of local governing a enci such as Suffolk Count Dept. of Health Services, Town Building NTH THE 2016 UNIFORM PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 9 9 9 � Y eP 9 SUPPLEMENT -X- INDICATES TO RE-USE EXISTING WNDOW Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® ItE "rD t•ASS QA1ffi, 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. pow Y�. PROVIDE HURRICANE STRAPPING IN ---- ---- Frr= ACCORDANCE WTH THE � � at' 2015 INTERNATIONAL RESIDENTIAL CODE . g UPDATED WTH THE 2016 UNIFORM (ADE SUPPLEMENT. A t A B A B A ALL HEADERS ARE TO BE r (2)iY4-X sly°LVL UNLES M DESIGN ASSOCIATES ILC INSTALL ALL Td AS PER MANUFACTURES SPECS AND residentid commercial dent • consulti OTHERWSE NOTED 9n ng ' IN ACCORDANCE YNTH THE 2015 INTERNATIONAL RESIDENTIAL CODE NOTE: PROVIDE FIRE BREAKS UPDATED Nd[k{TK 201fi UNIFaRN1 CaOC 90LEMENT. AS PER PO.BOX 1615 phone: f631)433-W THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED PATIO PATO flflkf,New York 11911 E-Mail �bn654@opton6ne.nef WTH THE 2016 UNIFORM SUPPLEMENT -0' '-0° KeN Design Associates,LLC•formerly D A K Associates,LLC 0WNERS `MCZF—C5000MENTS= All SECOND FLOOR WNDOWS - 1'_g1� These drawings and specifications including the AND EXTERIOR DOORS TO vn �0 ' ideas, design and arrangements represented BE SET AT 6'-IOr I therein, are the property of KEHL DESIGN ASSOCIATES, L.L.C. 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. REV: NOVEMBER 9, 2019 O _V _ O U O _ O cD C. Cn N � - Cn NOT FOR �° CONSTRUCTION! +�o C114oc cc � USE UNLESS 3 �� 3 n 2x8 Rafters 16"oc. Z x8 Rafters 2x8 Rafters 16"oc. Z CERTIFIED BY A PROFESSIONAL F8 I s s 11 s $ s s a s 11 s 8 8 ENGINEER TW3046 3'SM TW3046 3'SM TW3046 Ax28 v TW3046 3'SM TW3046 3-SM TW3046* (2)1 X gl¢'LVL Hdr. '(2)1)/4.X LVL Hdr. (2)1�X W LVL Hdr. IDN �; _' � PE WORK NOTES: v J N BATH BATH t` O MASTER b • r-� q MASTER BEDROOM ^ BEDROOM BEDROOM ct� I I N LQJ _ 2668 5068 LJ ❑ x = - CL 5-117° s-1N,--�l� '-s�, CL 9 1 N 5068CL CL 0 Y-1' � ) �'�x A C CESS N x = o CL CL C A ESS N 6f2668 r CL' BEDROOM ;a CL BEDROOM 8 BEDROOM 8 BEDROOM y PROJECT: N y M O to o O 43 a+ _ SIS 5-s BATH .1� o _ BATH -co p © OD N N 00 N ' 01 ' CL CL �'-s• '= eL °° CL i 213,X s1�° LVL Hdr. °LVL Hdr. 21Y''X LVL Hdr. 1940 tIASON DRIVE TW21046 3'sM TW21046 AX 81v TW21046 3 SM TV21046 CUTCHOCzUE, NY, 11935 11L 2 1 Lui11 2x8 Rafters 16"oc. 2x8 Rafters 16°oc. DRAWING TITLE: RECONFIGURED FIRST LOn `N 2x8 Rafters 16°oc. 2x8 Rafters 16"oc.Cn FLOOR MADE INTO I o v v I v o v SECOND FLOOR PLAN / co � � ��o ��° � � � ��o RECONFIGURED FIRST FLOOR MADE INTO SECOND FLOOR CEILING PLAN NOT ES: 4- 11 11 11 11 L L THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL IIHOSE SEAL IS AFFIXED HERETO.INFRINGEMENTS VLL BE PROSECUTED TO TIE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY All F1E1D CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT.THE -ftj4 '3'-0 '3�0r - 6'f1N -1� ,� '3= ��1� DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 1' 1,41 UNFORESEEN HELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS USION TO THESE PLANS. A A A A SEAL: DATE: L0 SEPTEMBER 10, 2019 SECO',N' D FLOOR P LAIN'- PROJECT N0: SCALE: 1/4"=1'-0" SECOND FLOOR LAS 9� 1036-2018 DRAWN BY: - - INDICATES TO RE-USE EXISTING WINDOW INSTALL ALL TJ AS PER MANUFACTURES SPECS AND ��OF NF BDK IN ACCORDANCE WITH THE „ �P �l NECKED BY: CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL 2015 INTERNATIONAL RESIDENTIAL CODE SCALE: 1/4 =1 —0 oo�0 0RB DESIGN CRITERIA AND (: UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. -X— INDICATES TO RE-USE EXISTING WINDOW C COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC ALL Ft00R PLANS AND MATIONS ARE _� ” CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. rHELI NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE o� X53771 ��,� Al 03 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, AM WRITTEN PROOF OF PURCHASE. OQESSIONP� -1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization OB NUMBER:_J PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 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 ® �,,, cc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. AA ---- ----- KEHL DESIGN ----KEHLDESIGN ASSOCIATES LLc residential & commercial design• coruuiting PO.Box 1615 phone: (631)433-9084 Southold,New York 11911 E-Mail ssbn6M5optonline.net KeH Design Associates,LLC•formerly D A K Associates,LLC AIKUERS"EM 400 SERIESTI0LT1 =W L - LL-F R A EIWIitOEM)0 r OWNERSHIIs-&-US�-Or-DGCUMENrS: LOCATION WINDOW NUMBER ROUGH OPENING TOTAL NUMBER OF UNITS These , design and arrangements including the ideas, design and arran ements re resented therein, are the property of KEHL DESIGN 1 FIRST FLOOR TW30510 3' �" X 6'—V—" ASSOCIATES, LLC. No part thereof shall ebe c — 3 copied, disclosed to others or used in connection with any work or project other than for which �+ they have been prepared without written consent. 2 1=1RST FLOOR T1lV2442 2'-61" x 4' 7" 2 3 FIRST FLOOR 1 1r11204221-21" x 4� 7" 1Er CC cr) NOVEMBER 9, 2019 NOVEMBER 19, 2019 � 7 �0 4 FIRST FLOOR TW210410 3r-0-1" x 5-0-n 4 0-1 OfN 5 FIRST FLOOR CX245 6-31" x 41_ 5" 1 LOT FOR 3 " 2x8 Rafters 16"N-BI z X CUSTOM PICTURE UNIT CONSTRUCTION 6 FIRST FLOOR 7'-2$" x 6'�" 2 USE UNLESS DHP70510 CERTIFIED BY A s6/68 s a 7 FIRST FLOOR FWG10080-4 9'- " x 8'-0" 1 PROFESSIONAL ENGINEER 9 2x10 Rafters — 16"oc. 2x10 Rafters — 16"oc. 8 SECOND FLOOR if i/>r3046 X- 1" x 4� Lm v r?J'+ _ BATH ° g SECOND FLOOR TW2442 2'�" x 49-4e" 2 2x10 Rafters 16"oc. 2x10 Rafters _ 16"oc. J 0 0 10 SECOND F08x LOOR TW21046 3'- " 4'-%" 4 WO K NO ES: MASTER BEDROOM _ eEDR00M �,� o SECOND FLOOR AX281 v 2'-8" x 2'-8" 2 o a a co I 0 co co x10 Rafters — 16"oc. 2x10 Rafters — 16"0c. I I I I ` o w v o ATC FLOOR CIR3012 3 -01 22 ax a' a: Of o N Q Q Q x 9 N cxC14 N4/ N CL 1 "x 11�" LVL Ridg 1 "x 11JLVL Ridg IL�7 .•+ U 6 1iem70t- --- — o CL o o CL Pos A S o o a 8 V I I Tem co c0 '� Post o 26'x SI± I N ` N I ` Is x CK �, o BED OM Of af 8 a' BEd 00M o o 4''" X o o rx6' Trex Qedcing x ° + / N x x 2x8 ACO Floc Joists 12"oc. J Ile, o N N 2x10 Rafters — 16'oc. 2 10 Ra rs — 16"oc. N N `� J �� ' BATH � }'Galy. Carriage Bolts J 2x12 ACO Girder PROJECT: �J _ Goin "COX Subilocr }' CDX Subnoor }'Galy. Carriage Bolts �' COX Subfloor �g 2x10 Rafters — 16"0c. rs — 16"oc. Protide New Td 230 x IT � Provide New Td 230 x 11}" a Provide New TJI 230 x lig Floor Joists a lir Rear 46ds 0 USI°ac. 67 Cwmte Felted Sana Tube Elm Joists a 16'ac + CL � � Simpson S/S 6z6 Post Anchor-----_, � , ' �,'� As Noted 2x8 ACO Top PlateT;F 2x8 ACO Top PlateE 2x6 ACO Steel Tap Plate W8x24 Steel Beam P& 10 2z8 AGO Plate x18° Anchor Bolts }'Steel Plate 1)3 2x10 Rafters — 16"oc. 2x10 Rafters — 16"oc. i°xd 1 "drat Bolts }'x12° Anchor Bolts }'x12• Anchor Bolts }'x12' Anchor Bolts New Grade Conc Filed 12'Sona Tube 1'-D' Conc Filled 20'Sana Tube -8• Conc Filed 2D'Sona Tube _8• Conc Filed 12' Sana Tube -D" Conc Filed 12' Sana Tube -8• � � +s (2)14 Vertical Stirrup (2)14 Vertical Stirrup (2)#4 Vertical Stirrup (2)#4 Vertical Stirrup (2)#4 Vertical Stirrup (4)15 Rebar E.W. a (9)15 Rebar E.W. (7)15 Rebar EW. 1, (6)15 Rebar E.W. (8)15 Rebar E.W. 1940 MASON DRIVE New 1�2�_D•__1. New �_b--j New 3�_6—j New 3'-0"—•� New '-0"--� CUTCHOGUE Nle 11935 Conc.Fig. (lain) Conc Ftg.(Min) Conc. Fig.(Min) Cont Fig. (Min) Conc. Ftg.(Min) 2x8 Rafters 16"OC. S-0•Below Find Grade S-0•Below Find Grade 3'-0"Below Final Grade S-O'Below Final Grade S-0'Below Final Grade CJV CJ PIER DETAIL A104 PIER DETAIL B104 PIER DETAIL C104 PIER DETAIL D104 PIER DETAIL E104 O O O `2 � 2x8 Rafters 16"oc. DRAWING TITLE: Cn Cn fn 2, �p 00 00 � N N N rx6' Trex Decking ROOF FRAMING PLAN / 2x8 ACO Floor Joists 12'oc. }• Goly. Carriage Bolts WINDOW SCHEDULE 1212 ACQ Girder }' Golt.Carriage Bolts 11 1 LL a 6' Concrete Filled Sona Tube Simpson S/S 6x6 Post Anchora 4x4 ACID Plate I New Grade �� New Grade tvTNESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF 1HE '3'� 0-11� 'x18' Anchor Bolts 01 ES: 2x8 ACO PLote 1'-4' —0' _4• }'x12' Anchor Bolts }°x12' Anchor Bolts DESIGN PROFESSIONAL WHOSE SEAL IS AMXED HERETO. INFRINGEMENTS WILL BE Conc Filled 12'Sono cube '-0° Conc Filed 12' Sona Tube —0' Conc Fined 14'Sona Tube —2' PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 2 4 Vertical a Tu 2 4 Vertical Soma 2 4 Vertical o Tu HELD CONWIDNS AND DIMENSIONS AND BE SOO RESPONSIBLE FOR HELD FIT. THE A 8 A ( )1 p ( )f P ( )1 p DESIGN PROFFES90NAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TD UNKNOWN OR L+ New (6)15 Rebar E.W. New UNFORESEEN HELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Conc. Ftg. (Min) Conc. Ftg. (Min) EAL: UATE: S-0"Below Final Grade New S-0'Below Final Grade ��_D..,1 Conc. Fig.(Min) SEPTEMBER 10, 2019 SECON. D F3-T Belax Find Grade PROJECT N0: - - INDCATES TO RE-USE EXISTING W"NDOW PIER DETAIL F104 PIER DETAIL G104 PIER DETAIL H104 1036-2018 DRAWN BY: �E OF F'` BDK 10 N,ER O HECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL D �o� 'Ax RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. C COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC ALL FLOOR "PLANS AND ELEVARONS ARE � AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 4 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE °,pO 53771 40, O PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SSIONIN 4 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to bull without the authorization 509NUMILR: OF PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Bulling Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® 2i• 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 12 SMART VENT FOUNDATION FLOOD VENT SMART VENT FOUNDATION FLOOD VENT -- -- ------ SINGLE INSULATED FLOOD VENTS SINGLE INSULATED FLOOD VENTS FLOOD COVERAGE = 200 SQ.FT. INSULATION - R VALUE - 8.34 11 11 IT111111 11 IT FLOOD COVERAGE = 200 SQ.FT. DESIGN MOMM, Lw INSULATION - R VALUE = 8.34 residential a commercial design•consulting ROUGH OPENING = 16.2'5x 8.25" 1111 11 111111 11 ROUGH OPENING = 16.25"x 8.25" VENT S4ZE = 16Wx $ K % 3"D THIS CRAWL SPACE REQUIRES A VENT S4ZE = 16"W x 8"H x 3"D p0.Box 1615 phone: (631)433-9W MIN. OF 9 SINGLE UNITS OR ANY THIS CRAWL SPACE REQUIRES A Southold,New York 11971 E4k1: Wm654@opton@ne.net MIN. OF 9 SINGLE UNITS OR ANY COMBINATION OF UNITS WITH A FLOOD COMBINATION OF UNITS WITH A FLOOD KeMDesign Associates,LLC.fornx*DAKAssociotes,LLC COVERAGE OF 1800 SQ.FT. I I IT 11 BASF OF FLOOD VENTS 10 BE SFT COVERAGE OF 1800 SQ.FT. BASE OF FLOOD VENTS TO BE SET OWN ERSHIP_&__U8L-0T-MtUM EN'rs:� AT ELEVATION 7.0' OR LOWER �— Top of Existing Wall AT ELEVATION 7.0' OR LOWER These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. 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. REV: NOVEMBER 9, 2019 12 Top of Existing Subfloor NOT FOR �ToP of TJ1210 x 118" Floor Joists CONSTRUCTION —Bottom of TJ1210 x 118" USE UNLESS Floor Joists CERTIFIED BY A 16"z10"PermaWrap Re-Located PROFESSIONAL Recessed Craftsman Shower ENGINEERColumn 00 ILJII I L;�7;7777j_ IL - - Top of New Subfloor WORK NOTES: 1=7 ._ __ Top of New TJ1230 x 9z" Floor Joists �— Baktom of New T,1230 x 92" Floor Joists NOR"I"mH ELEVATIO[NIm Top of Foundation 18" x 18"x 24" Stone Pedestal SCALE 1114r=r-Cr Base 12 -17 _UI 1111 11 1111 11 [1111 1 1 01' Ira 01 011 11 U 11 II IT II III �— Top of Existing Wall PROJECT: v d 11 T- A 0 -12 3 Top of Subfloor 19440 MASOM (DRIVE __CTop of TJ1210 x 118 Floor Joists CUTCI•IOGUE, NY, 11935 Bottom of TJ1210 z 118" Floor Joists DRAWING TITLE: 12"x8"PermaWrap12" x 12% 24" Recessed Craftsman Stone Pedestal SMART VENT FOUNDATION FLOOD VENT ELEVATIONS m� Column Base SINGLE INSULATED FLOOD VENTS AS NOTED QQ FLOOD COVERAGE = 200 SOFT. INSULATION - R VALUE = 8.34 NOTES: ROUGH OPENING = 16.25"x 8.25" THESE PLANS ARE AN INS1RI1w1ENT Or THE SERMCE AND ARE THE PROPERTY OF THE DESIGN TS ILL BE —� Top of New Subfloor i VENT SIZE = 16"W x 8"H x 3"D PROSECUTED To FUu�ST EXTENT OF THE LAX SEAL IS AFFIO �CONTRACTORS�SHAtl VERffY ALL Top of New I JI230 x 92' Floor Joists THIS CRAWL SPACE RE QUIRES A FIED CONDITIONS AND DIMENSIONS AND BE SOO RESPONSIBLE FOR FIELD FIT. THE Bottom of New TJ1230 x 9z Q DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOW OR Floor Joists MIN. OF 9 SINGLE UNITS OR ANY UNFORESEEN FIELDS CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT COMBINATION OF UNITS WITH A FLOOD FORMALLY ACKNOWRGID AS REVISION TO THESE PLANS Top of Foundation Double Flood Vent Double Flood Vent Double Flood Vent Single Flood Vent COVERAGE OF 1800 SQ.FT. s L: DATE: SMART VENT FOUNDATION FLOOD VENT 400 SgFt Flood 400 SgFt Flood 400 SgFt Flood 200 SgFt Flood BASE ELFLOOD 7.4' OR LOWER PROJECT N0: FLOOD VENTS TO BE SET SEPTEMBER 10> 2019 EL SINGLE INSULATED FLOOD VENTS Coverage Coverage Coverage CAT E Coverage 1036-2018 FLOOD COVERAGE = 200 SQ.FT. SOUTH ELEVATION DRAWN BY: INSULATION - R VALUE = 8.34 F NEw BDK ROUGH OPENING = 16.25% 8.25" SCALE 19*=1'-0' OER Go��0 HECKED BY: VENT SIZE = 16"W x 8"H x 3"D DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL * �Q � RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Q COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC ALL FLOOR PIANS AND MADONS ARE �-HLET NUMBER: THIS CRAWL SPACE REQUIRES A AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT MIN. OF 9 SINGLE UNITS OR ANY LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF :Ycld �� COMBINATION OF UNITS WITH A FLOOD THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 0S3T7A /LO 1 COVERAGE OF 1800 SOFT. PLANS IS LICENSED IXCLUSVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. RO�ssIoNl'�" BASE OF FLOOD VENTS TO BE SET 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 73 NUMBER7 OF AT ELEVATION 7.0' OR LOWER 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to bull without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 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 T<•ti Q�11ffi,ac 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS N ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE --- -- LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. --- SMART VENT FOUNDATION FLOOD DENT ff 11 H 11 if SINGLE INSULATED FLOOD VENTS 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FLOOD COVERAGE = 200 SQ.FT. 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — MDESIGN ASSOCIATES LLC INSULATION — R VALUE: = 8.34 12 12 PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) residential a com nercialdesign• consulting ROUGH OPENING = 16.25"x 8.25" 71 11 11 11111 11111 11 111 7 VENT SIZE = 16"W x 8n'll x 3"D 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) THIS CRAWL SPACE REQUIRES A11 it I ii IT 11 11 PO.Box 1615 9064 c11 111 111 11 111 111 phone: 16311 433- MIN. OF 9 SINGLE UNITS OR ANY Southold,New York 11971 E-Mail ssbn&'4Qoptonh.net COMBINATION OF UNITS WITH A FLOOD KM Design Associates,LLC•formerly D A K Associates,LLC COVERAGE OF 1800 SQ.FT. BASF OF FLOOD VENTS 10 BE SFT AT ELEVATION 7.0' OR LOWER — These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. 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. - REV: '� NOVEMBER 12 9, 2019 12 13 NOVEMBER 26, 2019 — 3 NOT FOR CONSTRUCTION I I IL I IUSE UNLESS t2"x8"PermaWrap CERTIFIED BY A 16"x10"PermaWrap — Recessed Craftsman __. PROFESSIONAL Recessed Craftsman Column Column 12" x 12"x 24" ENGINEER �- � Stone Pedestal 18" x 18"x 24" Base 0 Stone Pedestal Base WORK NOTES: Y Single Flood ' Single Flood Vent WEST ELEVATION 200 SgFt Flood 200 SgFt Flood 200 SgFt Flood Coveroge Coveroge Coveroge SCALE"1/4'=1'4r ICA" Flood Vent to 16"xB'Flood Ventto 16'x8"Flood Vent to be Located at Slab Height The Located at Sub Height be Located at Slab Height IL_U LL 11 11 11 IT II. III PROJECT: 12 ] t 111111 11 IT 11 1111 11 11 IT 11111 raft ri�0% rmlk 11_3 Nil I = 1J 1940 MASON DRIVE CUTCHOGUE, NY, 11935 3r— 12 3 12 DRAWING TITLE: _� ELEVATIONS AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 12" x 12"x 24" ---- PROSECUTED To THE FULLEST DOT �Law�COON1RAcr�S SHALL vVER81FEY ALL 12"z8"PermaWrap MD CMDITMS AND DIMENSIONS AND EE 90 RESP 9BLE FOR FIELD FIT. HRecessed Craftsman Pedesfal �aSe DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNONN OR Column w/ Stone Veneer UNNFFMaa t a CONDITIAND ACKM AS ONS ON�DDIITT1ONS� S. UIRON COMMENTS NOT PLAN LJ18" x 18"x 24" SEAL: DATE: Stone Pedestal SEPTEMBER 10, 2019 SMART VENT FOUNDATION FLOOD N Bose PROJECT NO: — -- SINGLE INSULATED FLOOD VENTS FLOOD COVERAGE = 200 SQ.FT. - 1036-2018 DRAWN BY: INSULATION — R VALUE = 8.34 # BDK ROUGH OPENING = 16.21.5"x 8.25" VENT SIZE = 16"W X $"H X 3"D OF N��YHECKED BY: �E RB THIS CRAWL SPACE REIIUIRES A QC COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE *< \cER Go �0 HEET NUMBER: 5L 0 PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT MIN. OF 9 SINGLE UNITS OR ANY WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF :y: COMBINATION OF UNITS WITH A FLOOD EAST EKEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ; �A,202 COVERAGE OF 1800 SQ.FT. SCALE."1/4._1-0" PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH fflTTEN PROOF OF PURCHASE. r=� — �'OFEONP�'�i BASE OF FLOOD VENTS TO BE SET SStNUMBER: AT ELEVATION 7.0' OR LOWER 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. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. . AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE — LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ' --- --- ---- --- --------- • SMART VENT FOUNDATION FLOOD VENT SINGLE INSULATED FLOOD VENTS1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) --- FLOOD COVERAGE = 200 SQ.FT' IIIIII.Hull III III 1 1111111 111 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — MDESIGN ASSOCIATES Ur - INSULATION — R VALUE = 8.34 12 12 PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) residential A commercial design•consuRing ROUGH OPENING = 16.25"x 8.25" 7 � -1 7 ROUGH SO E I G = x 25" ;� 3"D VENT III T 11 111111 11 1 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) THIS CRAWL SPACE REQUIRES A 11111 IIITII IIIIII III P0.sox 1675 phone: (631)433-904 MIN. OF 9 SINGLE UNITS OR ANY Southold,New York 11971 E-Mail. ssbn6544IonFne.net COMBINATION OF UNITS WTH A FLOOD COVERAGE OF 1800 SQ.F . Kehl Design Associates.LLC•formerly D A K Associates,LLC BASF OF FLOOD VENTS TO 13E SFT owrl� llP s O o o1 Err ` These drawings and specifications including the AT ELEVATION 7.0 OR LOWER ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. 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. REV: 12 NOVEMBER 9, 2019 —�3 12 3 NOT FOR CONSTRUCTION USE UNLESS 12"x8'Permakop CERTIFIED BY A 16"x10"PermaWrap Recessed Craftsman PROFESSIONAL Recessed Craftsman Column Column 12" x 12"x 24" Stone Pedestal ENGINEER 18" x 18"x 24" o Base Stone Pedestal Base El WORK NOTES: LE . . . . . . . . . . . . . . . WEST E SCALE:I1'r=1'-W 11 IT 11 111 11 if 11 11111 11 IT 11 11 IT 11 11 I 111 11 Hill III- 11 11 IITI III 12 PROJECT: 17 11 IT 11 11 It 11 1111 111 1 11 1111 11 111111 1111 11 1111 1111 111 11111] 111111 1111111111I 11111 14 P&0 F t"'0 811 10 RolmI H H H H H H H D E V\!C 1 Q 0 MASON DRWE CUTCHOGUE, NY, 11g35 12 12 DRAWING TITLE: 3F 3 ELEVATIONS AS NOTED NOTES: THESE PLANS ARE AN INS1Rl1MENT OF THE SERNCE AND ARE THE PROPERTY Or THE NGEMENTS VALL BE 12"x8"PermaWrap 12" x 12"x 24" PROSECUTED TOTH FUST DOT OF THE LASEAL IS AFHXED W CONTRO. ACTORS SHALL VERIFY ALL Recessed Craftsman Bedestat Base FED CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSBLE FOR FIELD FIT. THE DESIGN PRWESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Column w Stone Veneer UNFORESEEN HELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS RE)ATON TO THESE PLANS. 18" X 18"X 24" SEAL: DATE: SMART VENT FOUNDATION FLOOD VENT --- ---- Stone Pedestal SEPTEMBER 10, 2019 SINGLE INSULATED FLOOD VENTS – Base PROJECT NO: FLOOD COVERAGE = 200 SQ.FT. -- 1036-2018 INSULATION – R VALUE = 8.34 DRAWN BY: BDK �E NF HECKED BY. ROUGH OPENING = 16.25"x 8.25 OF FV V FV � °� o�"� VENT SIZE = 16"W x 8"H x 3"D ©COPYR)CHT 2018 KEHL DESIGN ASSC+QATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE 5 \A R RB THIS CRAWL SPACE REQUIRES A x PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ( '= -HEET NUMBER: MIN. OF 9 SINGLE UNITS OF ANY EASTELEVATION WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ,� �, fi r,_.. X02 COMBINATION OF UNITS WITH A FLOOD KEHL DESIgV ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE °o °S37�i � V COVERAGE OF 1800 SQ.f T. SCALE: =1'4r PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. �'o,� BASE OF FLOOD VENTS TO BE SET FSSIONPL AT ELEVATION 7.0 OR LOWER Acceptance of these drawings does not authorize the right to build without the authorization OB N M 1117 OF of local govenning agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ®E D=,AT0CL4= agencies prior to construction. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL Hurricane Strapping CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 1f x 11t LVL Ridge AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE - LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ®M -- -- Bolt � Bolt THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ---------- ---- --- " 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2x10 Rafters 16" oc. Balt 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - KEHLDESIGN ASSOCIATES rLc COX Roof Sheathing 7 hea FATTIC 12 PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) residential a commercial design•consulting Architectual Fiberglass Roof System 20 Ridge Poles - 17 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Hurricane Strapping 916"0c. P0.Box 1675 phone: (6311433-M Southold,New York 11911 E-Mail: ssbn654@optonfPne.net 1X8 Azek Fascia © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Kerr Design Associate:,LLC*formerly D A K Assocrotes,LLC 16" Azek Beaded SoffitWRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF OVI1 �SE OF 15(5C[1TvtEh1T`. 2x Soffit Framing Bolt Bol Bolt 8 Bolt KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE \- R-30 Insulation R-30 Insulation PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 2x6 Tap Plates These drawings and specifications including the R-30 Insulation ideas, design and arrangements represented therein, are the property of KEHL DESIGN (2)lrx 9)" LVL Hdr. 2x6 Studs BEDROOM CL 2x4 Studs 16"oc. MASTER Acceptance of these drawings does not authorize the right to build without the authorization ASSOCIATES, LLC. No part thereof shall be Existing Exterior Sheathing BEDROOM 2x8 Rafter Plate/Nailer of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building copied, disclosed to others or used in connection 301 Felt Existing 8 Oak floor ' Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such with any work or protect other than for which Hadi-Plank Siding- 214 ShI they have been prepared without written consent. R-21 Insulation Existing 8 COX Subfloa Metal Standin Searn Roof agencies prior to Construction. Metal Standing Seam Roof 5rx 20"LVL Flush Beam 2x6 Shoe R-30 Insulation 9 GAF Ice k Water Sheld R-30 Insulation Existing 'Oak floc GAF Ice h Water Shetld CDX Roof Sheathing1 ExistinCOX 5ubfloor 12 �'CDX Roof Sheathing REV: 3 g ' -� 3 2x8 Rafters 16'or- NOVEMBER 9, 2019 2x8 Rafters 16'or. Hurricane Strapping NOVEMBER 19, 2019 x Framing /T NOVEMBER 26, 2019 1X8 Azek Fascia Hurricane Strapping New TJ23O x Ifs Aoa°bists Nex TJ23D x I?�'Floa.bisis ��IT F�� 1X8 Azek fascia x6 2x8 C.J. 16"oc. (SUv l 2x Soffit Framing (2)lrx lis LVL Hdr. 2x Packing 16* Oda �o�®�T��TI�i, 16" Vented Azek Beaded Soffit Mail R.19 Insulation Azek Trim 9 (2)lrx 9r LVL Hdr. R-30 Insulation 2x Girder Packing 1rx 118 LVL WIOx39 with 2x8 ACO top plate Each Side of Webb to be (3)1 'z 9)'LVL Hdr 12'x8'Pamawrop Recessed Craftsman Column �� •`°[�� 10'HBhG Permacost Column Bolted on Ledger filed with (2)trx8?LVL with t Layer of Plywood. 66 ACO Post 24 Tap Ptat NEW 16 CERTIFIED BY A (2)lrx gr LVL Har. NEW 2x6 Studs KITCHEN DINING ROOM COVERED PORCH r CDX Insulation AREA ENGINEER R-21 Insulation 301 Felt 8 Oak floe Oak floor Wood Base Mn. (6)2x6 Studs with Stocked Stone Hardi-Plank Siding 1 'x9}'LVL Box Beam NEW FLOOR HGT 10 2x6 ShoeCDX Subfloor Provide Solid Blacking ' CDX Subfloa Bm. Veneer Hurricane Strapping 1 'x9}' LVL Box Beam to Foundation 2A2 ACO Hist Hanger w/2x4 ACO Ledger _New Deck rx6" Trez Decking (3)2x10 ACO Girder TJ1230 x 11'' 916°oc. /iQ TJ1230 x 117' 16°a 2x8 ACQ Floor Joists 12"oc• 10.7 NEW FLOOR NGT. TOP OF PIER 9.52 1x8 Azek Skirt Board R-30 Insulation W818 Steel Beam R-30 Insulation }"Gaily. Carriage Bolts }'Galy.Carriage Bolts 2x12 ACO Girder 2x12 ACO Girder 2x8 ACQ Plate FLOOD ELEV. 8.0 2x6 ACQ Floor Joists 12"oc. " Stl. Webb CRAWL SPACE 27_0• 'Galy.Carriage Bolts WORK NOTES: 2x6 ACQ House Bm Stiffner 6x6 ACO Post 6x6 ACQ Post 8.0 FLOOD ELEV. NFW TOP OF SLAB HGT AE 6.17 New Grade (2) 15 Horizontal Rebar 15'-6' NEIN 110110M OF SLAB HGT AE6.0$� 'x18" Anchor Bolts(Max 32'oc.) -C� SCF_ 115 vati�d retia _ _ - _ _ _ _ zontd Rebar 7 8 TOP OF FLOOR DOS, 6x6 S/5 Post Anchor 6x6 S/S Past Anc a FLOOD ZONE AE6.0 _ _ _ _- x16'Anchor BdIS "x18"Anchor wits 1s•x6"Flood Vent to New Grade 6.0 AE FLOOD ZONE EXISTING SLAB HGT 5.0 15 Vertical Rebar Single Flood Vent be Located at Slab Height 5.0 EXISTING SLAB HGT 4-0 15 vertical R 200 SgFt Flood - or_ New (2) 15 Horizontal Reber,,,, eba Coverage (2) 15 Horizontal Reba Conc. Ftg. (Min) (7�Rebw E W+ Conc41r. g. -0" 3' Below Final Grade Canc. Fttg. (See Foundation Sections) PIER DETAIL 1)104 PIER DETAIL G104 (4)15 Rebar L.W. 24'x 10" CROSS SON a 24 x 10' (4)15 Rebar L.W. and 15 Rebar S.W. Cont Ftg.(Min) Canc.Ftg.(Min) and 15 Rebar S.W. ° 2'-0'cc. S-O' Below Final Grade SCALE I a 1'-W 3'-0'Below Final Grade 2'4'ac, SMART VENT FOUNDATION FLOOD VENT SINGLE INSULATED FLOOD VENTS Hurricane strapping FLOOD COVERAGE - 200 SQ.FT 1�'x 9}'1V1 Ridge 12 -17 INSULATION - R VALUE = 8.34 °Balt ROUGH OPENING = 16.25"x 8.25" Bolt VENT SIZE = 161 x 8"H x 3"D 2x10 Rafters 16'cc. THIS CRAWL SPACE REQUIRES A CDX Roof Sheolhing ATTIC Bolt MIN. OF 7 SINGLE UNITS OR ANY 301 Felt4 COMBINATION OF UNITS WITH A FLOOD Architectual Fiberglass Roof System COVERAGE OF 1400 SQ.FT. 2x4 Ridge Poles BASE OF FLOOD VENTS TO BE SET PROJECT:Hurricane Stropping @ 16'0c. AT ELEVATION 7.0' OR LOWER 1X8 Azek Fascia 16" Azek Beaded Soffit Balt 2x Soffit Framing Bolt Bolt r Bolt R-30 Insulation R-.M Insiation 2z6 Tap Rates R-30 Insulation (2)lrx gr LVL Hdr. 2x6 Shoe LIN. 13'-4' 2x6 stE S E�m xicM uds BATHROOM CL HALL HALL 2x4 studs 15 oc. MASFR r CDX Sheahng BATHf�JOM � 2z8 Rafter Rate/Naler �� O ��` SO�� DOJOFelt ' - Hardi-Rank Siding WIOx39 with 2x8 ACQ top plate Each Side of Webb to be 20 Shoe A R-21 Insulation filed with 21 x LVL with 1 La of R Metal Standing Sean Roof CUTCB OGUE, MY, 11935 Metal Standing Seam Roof 5}'x 20"LVL Flush BeamGAF Ice do Water Sheild GAF Ice Jt Water Shetld R-30 Insulation iistng 'Oak floc 12 r CDX Roof Sheathing COX Roof Sheathing atiinq CdX subBaa 13 -2x8 Rafters 16"a 2x8 Rafters 16'cc. 3 Hurricane Strapping 2x Soffit Framing Hurricane Strapping 1X8 Azek Fascia x oc. ew TJ230 x 118 Floor Joists New TJI230 x 11IFlaa Joists2x8 C.J. 16 oc. 1X8 Azek Fascia AWING TITLE: x gr 2x Soffit Framing lrx 118 LVL ;2)1 'x lig LVL Fdr. 2•Pa is Girder SECTIONS 16' Vented Azek Beaded Soffit Azek Trim 9 (2)18x 9} LVL Ndc Belted anLedger /� c 2x Girder Packing R-19 Insulation (3)1 'z 9j LVL H�. 12'ArPermakap Recessed Craftsman Column ~� I*4OTED 10"HB&G Permacest Column R-30 Insulation 6x6 ACQ Post 2x6 Top Plates NOTES: (2)lf x 9� LVL Hdr. NEW 2z6 Studs LIVING ROOM THESE PIANS ARE JW INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE CDX Sheathing FOYER COVERED PORCH DESIGN PROFESSIONAL WHOSE SEAL IS AFFlXED HERETO.INFRINGEMENTS WILL BE R-21 fnsufatian PROSECUTED TO TIE FULLEST EXTENT OF THE LAW.CONTRACTORS SHALL VERIFY ALL AREA FIELD CONDITIONS AND D MENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 301 Felt [lrxgrwood ease LVL "Oak floor DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Min. 6 2x6 Studs with Stacked Stone Hadi-Rank Siding Box Beam ( ) 1rx9r LVL Box Beam UNIFORESEEN HELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2x6 Shoe PPodddeS6NJdBBlokldgg �'CDX Subfla 2x12 ACO House Bm. w/2x4 ACQ Ledges V�Qer FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NEW FLOOR HGT. 10.7--L- Hurricane Strapping df5oadd6tion �"x6° Trex Decking 2x8 S/S Joist Hanger ----New Deck ,,SEAL; DATE: TOP OF PIER 8.52 (3)2x10 ACQ Girder j% TA230 x 118 916"oc. ills>" 2x8 ACQ Floor Joists 12"ac. 10.7 NEW FLOOR NGT. 1z8 Azek Skirt Board TJI230 916 oc. �O� EtEV $•0 2x8 ACO Plate R-3O'mstslatiat W8x18 Stec4 Seam 8 Galv.CatYiage Bolts 8 Gdv.Cakriage Bolts 2x12 ACO G'rder 2x12 ACQ Girder SEPTEMBER 10, 2019 �' SU. Webb R-301nsulatian 21-0' "Goly. Cartage Bolts PROJECT NO: 2x6 AGO Floor Joists 12bc. _ NEW TOP OF SLAB HCT AE 6.17 2x6 ACO House ad sticaler 6x6 ACO Post 6x6 ACO Post 8.0 FLOOD ELEV. 1036-2018 New Grade _e• 15 Vertical Reba CRAWL SPACE Z Horizontd RebdrDRAWN BY: NEW BOTTOM OF SLAB CT AE 6.08 'x18' Anchor Bolts(Max 32"oc.) _ CRAWL SPACE _ _ _ _ _ _ _ _ !.S .,. x18' Anchor Bolts sxfi s/5 Post Anchor szs s/S Post Anc or7.8 TOP OF FLOOR FLOOD ZONE AE 6.0 (2) 15 Horizontal Rebar _ l6"x16" Flood Vent to New Grade 6.0 AE t OF BDK �5 Vertical Rebar be Located at Slab Height ,` SCP F ` NECKED BY: EXISTING SLAB HGT 5.0 15 Vertical Rebar +'-o°� 5.0 EXISTING SLAB HGTRB 4'o oC o New Double flood Ven( �r ° Canc.Ftg.(Min) 4'-6' 400 SFt Flood (2) 15 Horizontal Reber li •. � k cn * p 3'4 Below Final Grade (2) 15 Horizontal Rebar PIER DETAIL 8104 (1)15 Rebar E.W. Ca�x FTg. CoTroge A301 (See Foundation Sections) b PIER DETAIL E104 °�F 771 � PIER DETAIL D104 PIER DETAIL G104 SSIONAM- 0013 NUM[BE (4)15 Reba L . CROSS SZ24xT (4)15 Rebar LW and 15 Reba S.W. 24%10' Conc. Ftg. (Min) and 15 Rebar S.W. 2'-0'cc. Conc. Min ®Fig. )) 111 , (Min) SCALE:1/4'=1'-0" 3'-0' Below Final Grade 2'-0°ac. 3'-0'Below Fnal Grade DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Hurricane Strapping AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE ,r" ---- �' y ---- lrx 9}°LVL Ridge LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION NTH r Bolt THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. . i -- -- ------ ------- Bait1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) - + r • ATTIC 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - nr Tr DESIGN ruwO �ltilP�►7 ILC 2x10 Rafters 16"oc. _0• Bait PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) residential a commercial design•consuiting COX Roof Sheathing 30#Felt 20 Ridge Pales 12 12 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ArchitectualFberglass ®16'oc. PO.BOX 1615 phone: (631433-9061 Roof System Hurricane Strapping Southold,New York 11911 E-Mat ssbn654@opton6ne.net 1X8 Azek Fascia Ke"Design Associates,LLC•rormeAy D A K Associates,LLC Belt Belt Bolt 6WNE12SHIP &`t7SE__0F-_D 50UMLNTS: 16'Azek Beaded Soffit Goff R-39 fnsuk6w 9-59 fnsufafian 2x Soffit Framing These drawings and specifications includingthe 2x6 Tap Plates R-30 Insulation ideas, design and arrangements represented (2)1 °z 9}°LVL Hdr. 3'-4' therein, are the property of KEHDESIGN 2xs stags BEDROOM CL 2x4 studs 16'oc. BEDROOM p p y 'CDX Sheathing ASSOCIATES, LLC. No part thereof shall be (2)lrxllr LVL Flush Beam 2x8 Rafter Plate /Nailer copied, disclosed to others or used in connection 30#Felt Hardi-Plank Siding 2x6 Shoe 20 Shoe with any work or project other than for which they have been prepared without written consent. R-21 Insulation (2)1'x 9}'LVL Hdr. Metal StandingSeam Roof Metal StandSeam SheSeam Roof 5}'x11}'LVL Flush Bean R-30 Insulation GAF Ice h Waer Sheld GAF Ice k 9 R-30 Insulation Existing�'Oak flog r COX Roof Sheathing ll 12 COX Roof Sheathin Existing 'CDX Subfloa -� 3 2x8 Rafters 16'oc. i 2x8 Rafters 16'oc. hlEV: 2z Soffit Framing 3 NOVEMBER 9, 2019 Hurricane Strapping Hurricane Strapping z° r 1X8 Azek Fascia 'NOVEMBER 19, 2019 1X8 Azek Fasda x ( (2)1 °x118 LVW Flush Beam New iJ1230 x 118 Floc Jo'sts NOVEMBER 26, 2019 2x8 C.J. 16"aC. fRRJ NOT FOR 2x Soffit Forming R-19 Insulation Irx 14' LVL (2)lrx 118 LVL Hdr. 2x PadCm VL Girder C® STRU CTION 16' Vented Azek Beaded Soffit R-30 Insdation Azek Trim 9 (2)lrx 9}'LVL Hdr. (3)1'x 9}'LVL Hdr 2x Girder Packing 12'x8°PermaWrop Recessed Craftsman Column USE UNLESS 10"HB&G Permacast Column 2x6 Tap Plates 6x6 ACO Post (2), x 9}'LVL Hdr. LIVING ROOM NEW CERTIFIED BY A 2xs Studs' rGDX Raaf Sheathing STAIRWELL AREA COVERED PORCH P ®F IESSIOAL R-21 Insulation ENGINEER 30#Felt hfs}LVL am �' Oak floor r Oak floc Wood Base Hadi-Rank Siding with Stacked Stone NEW FLOOR HGT. 10.7 COX subfloa 1'x9}'LVL sax Bean 2x6 Shoe �' Provide 5did Blocking �'CDX Subfloa Veneer Hwricane Strapping ohede Solid Blocking to Fwdatkirr 2x8 S/S Joist Han2 ACO House ger r/2x4 ACQ Ledger New deck J'x6' Trex Decking to Foundation TOP OF PIER 8.52 (3)2x10 ACQ Girder New TJ230 x 118 Floor Joists °' %{ % New TJ1230 x 11 Floor Joists 2x8 ACQ Floor Joists 12"oc. 10.7 NEW FLOOR HGT. 1x8 Azek Skirt Board W8xl8 Stem Beam R-30 Insulation }'Galy. Carriage Belts }'Goly. Carriage Bdts 2x12 ACQ Girder 2x12 ACQ Girder FLOOD ELEV. 8.0 2x8 ACQ PLate }• 22,-0• }' Galy. Carriage Belts 2xs ACQ Floor Joists 12'oc SU. Webb NEW TOP OF SLAB HGT AE 6.17 2x6 ACQ House Bm. 5tiffner 1'-a• CRAWL SPACE 8.0 FLOOD ELEV, WORK NOTES: NEW NEW TOS OF SLAB HGT AEfi Q$ New Grade (2) izontd Rebar CRAWL SPACE - 1'-8' - - _ - - - - _ - #5 Horizontal ttL 6x6 ACO Past 6 C past FLOOD ZONE AE 6.0x1a' Anchor Belts(Max 32°oc - - _ - - _ _ - - _ _ - ;xta° anchor Bolts 6x6 S/5 Post Anchor 6xs s/s Post An a7.8 TOP OF FLOOR New Grade 6.0 AE 16'x16'Flood Vent to EXISTING SLAB HGT 5.0 15 Vertical Reba 9 e Located at Slab eight 5.0 EXISTING SLAB HGT 4'-0'oc. Double Flood Ven` 15 a hca ear 400 S Ft Flood 4'-o"ac. New (2) 15 Horizontal Rebar �---3'-6'--j' j'--�'-0'- ' Sq Ft Ftg. (Nin) PIER DETAIL C104 PIER DETAIL EID4 Coverage (2) 15 Horizontal Rebar Y-O'Below Find Crude (See Foundation Sections) PIER DETAIL D104 PIER DETAIL 0104 (4)15 Rebar LW. lex 10' 2ex 10° (4)15 Rebar L.W. and 15 Reba CROSS SECTION S.W. Conc. Rg.(Min) KA _ Conc.Ftg. (Min) and #5 Reba S.W. 2'-0' oc. S-0'Below Find Grade3'-0'Below Final Grade 2'-0" oc. SCAM i14P V4r 1\302) SMART VENT FOUNDATION FLOOD VENT Hurricane Strapping 1�"x 9}"LVL Ridge SINGLE INSULATED FLOOD VENTS FLOOD COVERAGE = 200 SQ-FT. Baltlies-mcoc. INSULATION - R VALUE = 8.34 " Balt ROUGH OPENING = 16.25"x 8.25" VENT SIZE = 16"W x 8"H x 3"D 2x10 Rafters ts'ac ATTIC " Balt THIS CRAWL SPACE REQUIRES A COX Roof Sheathing- 301 heathing 30#Felt MIN. OF 7 SINGLE UNITS OR ANY Architectual rberglass 2x4 Ridge Pales 12 COMBINATION OF UNITS WITH A FLOOD Roof system 016"oc. - 17 COVERAGE OF 1400 SQ.FT. Hurricane Strapping PROJECT: BASE OF FLOOD VENTS TO BE SET Fascia AT ELEVATION 7.0' OR LOWER 1X8 Azek Belt Bolt �8dt 16' Azek Beaded Soffit Belt R-30 Insulation R-30 Insulation10 2x Soffit Framing 2x6 Top Plates R-30 Insulation (2)l f x 9}'LVL Hdr. 2x6 Stalls BEDROOM CL 20 Studs Woc. MASIER � COX Roof Sheathin' 9QEQ�� 2x8 Rafter Plate /Nailer 301 Tdt Existing Oak flog ��AA �+ A� Hardi-Plank Siding 1x4 Shoe 9 / v.�.SO D�,{7 G R-21 Insulation Existing �' COX Subfloa Metal Standing Seam Roof !� (3)1�'x 118 LVL Flush Beam 2x6 Shoe R-30 Insulation GAF Ice h Water Shell Metal Standing Seam Roof R-30 Insulation Existing 'Oak floor 12 -r COX Roof Sheathing do Water Sheild CU'fCl��GUL, , 11935 GAF Ice COX Roof Sheathing Existing COX Subfloor 1 3 2x8 Rafters 16'oc. 2x8 Rafters 16 oc. 3� Hurricane Strapping 1X8 Azek Fascia 2z Soffit Framing Ner TJ230 z 11 °Flora Joists New TJ230 x llr Floor,fists DRAWING TITLE: Hurricane Strapping x s � 2x8 C.J. 16 oc. tStSb 1X8 Azek Fascia - 2x Soffit Framing l 51°x 91"LVW.Girder 16' Vented Azek Beaded Soffit R-19 Insulation (2)1 'x 11a LVL Hd Azek Trim 2x Packng (2)lf x 9}'LVL Hdr. R-30 Insulation SECTIONS w, 2x Girder Packing (3)1 'z 9}' LVL Hrnn . 12"xTPeaPkap Recessed Craftsman Column TIONS 10'ND&G Permocast Column 2x6 Top Plates 6x6 ACO Post AS.NOTED (2)lrx Sir LVL Har. MUD NEW 26 Studs LAUNDRY -'POWDER ,NOTES: CDX Roof Sheathing ROOM ROOM ROOM LIVING ROOM COVERED PORCH THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE R-21 Insulation AREA Wood Base DESIGN PROFESSIONAL WH06E SEAL IS AFRO HERETO.INFRINGEMENTS WILL BE 30#Felt 'Oak flan Oak flog PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERFY ALL with Stacked Stone HacP-Plank Biline CdX SabBoar ? x9}"Z14 Box Hearn DESIGN P CONDITIONS DIMENSIONS MMENO LIABILITY FOR UMMISOIB DILE TO UNKNOWN OR 2x6 Shoe Provide Sdid Blocking P vide Solid Blocki �"COX SubBoar Veneer FIELD CONDITIONS AND DIMENSIONS AND l�SOLEY RESPONSIBLE FOR FIELD FIT.THE 2 ACO House Bm. r/2x4 ACO LedgesNEW FLOOR HGT. 10.7--� Hurricane Strapping Foundation1 'x9}'LVL Box Bea to Foundation ///��IX81 S/S Joist Hanger �-Ner Deck UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT rx6' Trez Decking 10.7 NEW FLOOR HGT. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS TOP OF PIER $.52 TM r,� � 2x8 ACQ Floor Joists 12"0�. (3)2x10 ACO Girder Ner TJ230 x lie Floor Joists % % New TJ230 x 11 Floor Joists 1x8 Azek Skirt Board }" Goly. Carriage Belts }'Caly. Carriage Belts 2x12 ACQ Girder 2x12 ACQ Circa SEAL: DATE: FLOOD ELEV. 8.0 2x8 ACQ Plate R-3o Insulation W8x18 Steel Bea R-30 Insulation F Goly.Carriage Bdts 2x6 ACQ Floc Joists 12'ac. }'Su. Webb 27-0' 8.0 FLOOD ELEV. SEPTEMBER 10 2019 NEW TOP OF SLAB HGT AE 6.17 2xs ACQ Hmm BM �2) Sht4ner -a NEW BOTTOM OF SLAB HGT AE 6.17 New Grade #5 Horizontd Rebar CRAWL SPACE (2) #5 Horizontal Rebar 6x6 ACO Post 6x6 ACS Post PROJECT N0: 'x18'Ichor Belts 6x6 S/S Post Anchor 6xfi S/S Post Ana 1036-2018 -8' 1'-8' _ 7.8 TOP OF FLOOR DRAWN BY: AE 6.0 � 'x18' Anchor Belts (Max 32'oc.) FLOOD ZONE _ _ _ _ - _ _ _ _ 16. _ Vent- -� _ New Grade 6.0 AE 16 xls Flood vent to EXISTING SLAB HGT 5.0 New #5 Vertical Reba The Located at Sob Height .'1BDK \ 5.0 EXISTING SLAB HGT cE of NE Conc. Ftg. (Min) 4'-0'oc. o 0 0 ' CP CHECKED BY: / Double Mood Vent NcER c 3'-0"Below Final Grade _._/ �- -� -�l � #5 Vertical Rebar * � RB ©COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE ° �� (see Farrrdatiorr Sections) (2)A5 fiorizanfaf Behar y s' �`-�'-a•-�' 400 �Ft Flood ¢'-o a'. , T PIER DETAIL C104 PIER DETAIL E104 Colerage (2) 15 Horizontal Rebar PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF m , . KEHL DESIGN ASSOCIATE 1053,_• A302 PIER DETAIL D104 PIER DETAIL G104 S, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE � � s,,, c, ,, CROSS SECTION PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROT OF PURCHASE. O'cFSSIONPL� (4)#5 Rebar LW. 24'x 10' � 24'x 10' {4)#5 Reba LW. and#5 Reba S.W. Cone. Bel (Min) Cone. Bel (kion) 24 o $y{. 79-NITIRM Acceptance of these drawings does not authorize the right to build Without the authorization oc 3'-0'Below Final Grade gCq�,E;�/4�:c 1�-0" 3'-0°Below Final Grade 2'-0' oc. of local governing agencies,gsuch as Suffolk County Dept. of Health Services, Town Bolding Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © 1IMz=-A20C [ley agencies prior to construction.