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HomeMy WebLinkAbout44208-Z �o�sllEFOl,�c�� Town of Southold 11/20/2020 P.O.Box 1179 o s 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41615 Date: 11/20/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1950 Clearview Ave, Southold SCTM#: 473889 Sec/Block/Lot: 70.40-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/13/2019 pursuant to which Building Permit No. 44208 dated 9/24/2019 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: one family dwelling with unfinished basement, covered front porch,rear deck, side screened porch and attached 1 car garage as applied for. The certificate is issued to Leitch,Nicole of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0064 11/13/2020 ELECTRICAL CERTIFICATE NO. 44208 11/19/2020 PLUMBERS CERTIFICATION DATED 9/18/2020 EVud Piecuc t o ' Signature C g�FFOj,�coG� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44208 Date: 9/24/2019 Permission is hereby granted to: Leitch, Nicole 1950 Clearview Ave Southold, NY 11971 To: demolish an existing single family dwelling and construct a new single family dwelling as applied for per DEC, Trustee and SCHD approvals. At premises located at: 1950 Clearview Ave, Southold SCTM # 473889 Sec/Block/Lot# 70.-10-27 Pursuant to application dated _ 9/13/2019 and approved by the Building Inspector. To expire on 3/25/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,056.00 DEMOLITION $845.20 otal: $2,901.20 Building Ins ector �goFFnt,r�, TOWN OF SOUTHOLD BUILDING DEPARTMENT ce TOWN CLERK'S OFFICE • SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44123 Date: 9/3/2019 Permission is hereby granted to: Leitch, Nicole 1950 Clearview Ave Southold, NY 11971 To: 300a ungerground electrical service. At premises located at: � Dlb 1950 Clearview Ave, Southold SCTM # 473889 --See, ISP qL� QD® Sec/Block/Lot# 70.-10-27 Pursuant to application dated 9/3/2019 and approved by the Building Inspector. To expire on 3/4/2021. Fees: ELECTRIC $225.00 Total: $225.00 B ' i I ctor Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at Mt:;� L \a%j Are,- (Print property owner's name) �,, (Mailing Address) t� do hereby authorize wwl W, (Agent) _to apply on my behalf to the Southold Building Department. C � 0 /0S .;�,o er's Signature) (Date (Print Owner's Name) oF soU�y®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 ® �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Nicole Leitch Address: 1950 Clearview Ave city:Southold st: NY zip: 11971 Building Permit* 4420$ Section: 70 Block: 10 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Crawl Space X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 65 Ceding Fixtures 23 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 13 Smoke Detectors 4 Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 63 CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency FixturesTime Clocks Disconnect 3 Switches $1 4'LED Exit Fixtures Pump 11 Other Equipment- Fridge, Geothermal, Hood, Disposal, DW-2, Micro, Cooktop, W/D, Generator Outlet Notes: AS BUILT, NO VISUAL DEFECTS " Two Story House w/ Garage Inspector Signature: Date: November 19, 2020 S Devlin-Cert Electrical Compliance Form.xls Q'ypF SQ�T�� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G, Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD ® Ls Di 5 E P 2 J 2020 BUMMTG DEPT. CERTIFICATION TO1,,I+C,�A'y,s jTTTj0LD Date: Q 118/2.O Zo Building Permit No. ��g Owner: Lt i+c- (Please Print) Plumber: Br 4A r i cc,uck (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. w mbers Signature) Swom to before me this 1 _ day of Sen4 . 202-0 SUSAN A.RIZZO NotaryPublic,State of New York ,( No.of R16183459 No Public, !/ Count Qualified x Suffolk County �Y y Commission Expires March 17,2021T ' �fA * # TOWN OF SOUTHOLD BUILDING DEPT: ° 765.1802 = INSPECTION . Ii OUNDATION IST [ ] ROUGH PLBG. [I FOUNDATION 2ND [ ] INSULATION/C-AULKING [ ' ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION-. [n ] FIRERESISTANT PENETRATION = [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ( ] PRE C/O REMARKS: S� 24J ion4e DATE INSPECTOR �o,\XpF SOUly06 # # TOWN OF SOUTHOLD BUILDING DEPT. �ou►m 765-1802 lNSPECTl,0_Nl #qzc�'w , [ ] ' FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND. _ [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ' [ ] FIREPLACE & CHIMNEY= [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [� ELECTRICAL (ROUGH) v [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR - # # TOWN,OF SOUTHOLD BUILDING_DEPT. = `ycourm '' 765-1802 INSPEC,-- - ,ON [ ] FOUNDATION 1ST [ ROUGH PLBG. zliERAMING OUNDATION 2ND [ ] INSULATION/CAULKING [ [SSTR�APPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fl ............ DATE INSPECTOR _ a0F S0uT,y TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 = INSPECTION [ ] FOUNDATION 1ST [ ] ouGH PLBG. [ ] :FOUNDATION 2ND, - `V INSULATI CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY 'j ] FIRE SAFETY INSPECTION " [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 12 WlA0,L-,' _ &WtA l _ J • DATE 60INSPECTOR OF SOUIyO/_ h� 'o # # TOWN OF SOUTHOLD BUILDING DEPT. ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL /I/�/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ft dy REMARKS: 1 0.-v -_ CG 4 nLi rc� 1�7r DATE INSPECTOR J `�--�q, gpp � � J' SOGly�6 L4 Jr 19 ,50 c l c_,j,V 1 Lq6/1i ---- # * TOWN OF SOUTHOLD BUILDING DEPT. `yrnuN,v,� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: u 10' L_01,V& �1 f ate /A (,C,)j2 P/7 _70--to Lq) c� DATE INSPECTOR �.� OE SOUTyO Li Li * # TOWN OF SOUTHOLD BUILDING DEPT. �ycouNiv,e�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION -[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) PELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS:' U,0&% t/V-/6q ' fo NW tilMLCAt 6 t M%t' Z_Q Ai DATE INSPECTOR z r ' r+ f .Ole41 ' _ +`* mss. 1 I, � .i■I ; 4L. a !•°w` ter.. JIL � r�7a� << .•e � ¢ ■� ® ` 'f r. a 7 fir � ,-s * , it rr at iCqK�. '� r of .: ��• ■ S; k S ■ { ,4L .1 Owl ',Al "� r l r r �- - .r i 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 1950 Clearview Avenue,Southold NY 11971 Test Date 9/24/2020 Building Permit#: 44208 Compliance Pathway Performance Test Completed by: Christopher Silvia IIS U V NET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street SEP 2 9 2020 ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tiahtness Volume Calculation: Check if: Floor Area Height Volume ❑Conditioned easement Basement 0 ❑Conditioned Crawl Space 1St 1785 17850 0 Sealed Attic 2nd 1218 12180 *The conditioned floor area of dwelling is calculated in 3'd 0 accordance with ANSI 2765,except that conditioned floor Attic 7787 !WInctudes areas where the ceiling height is less than 5 Total Volume 37817 CFM @50 pa 1308 Air changes/hr@5p 2.08 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Whole House Duct Location Condition Sace .......................... Floor Area 3003 Leakage CFM @ 25pa N/A CFM/100 ACFA N/A Code Compliance: Exempt System-2: Duct Location .......................... Floor Area Leakage CFM @ 25paCFM/100 ft2 CFA Code Compliance: System-3: Duct Location -------------------------- Floor Area Leakage CFM @ 25paCFM/100 ft2 CFA Code Compliance: 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: �'e" Date: 9/24/2020 Christopher Silvia,Home'Energy Solutions ' a AME ENERGY Duct Systerii Summary Job: 1950 ClearviewAve 'SOLUTIONS Date: 7/9/2019 Entire House By: Gerson Rubio Home Energy Solutions i 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Web home-energysolutions com • f 1 Project r For: $ 1950 ClearviewAve,Southold, NY d i 1 1 }' "Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.15 in H2O 0.15 in"H20 Available static pressure 0.45 in H2O 0.45 in H2O Supply/return available pressure 0.242/0.208 in H2O 0.242/0.208 in H2O Lowest friction rate 0.061 in/100ft 0.061 in/100ft Actual airflow 1150 cfm 1150 cfm Total effective length(TEL) ¢ 734 ft Supply Detail Table i i Desi Htg; Clg.. 'Design Dia m` H x W- Duct Actual Ftg:Epv,. Name (Btuh) (cfm) (cfm) '`'FR (in)¢ (in) Mail Ln(ft) L'n(ft) Trunk ALCOVE h 2504 50 43 0.075 4.0 0x0 VIFx 58.9 265.0 st2B BATH h 978 20 15 0.084 4.6 Ox VIFx 48.8 240.0 st2A BEDROOM 1 c 2080 60 92 0.066 6.0 Ox 0 VIFx 64.0 305.0 st3B BEDROOM 1-A c 2080 60 92 0.063 6.0 Ox 0 VIFx 78.4 305.0 st3B BEDROOM 2 c 1937 61 86 0.079 6.0 Ox 0 VIFx 57.8 250.0 st2B BUTLER'S PANTRY h 2826 57 56 0.088 5.0 Ox 0 VIFx 20.8 255.0 st3 DEN h 4375 88 " 54 0.083 6.0 Ox 0 VIFx 21.0 270.0 st3 FOYER h 3059 61 23 0.066 5.0 Ox 0 VIFx 72.5 295.0 st3A HER BATH h 1641 33 25 0.082 4.0 Ox 0 VIFx 45.5 250.0 st2A HIS BATH-A h 1298 26 17 0.109 4.0 Ox 0 VIFx 11.3 210.0 st2 HIS WIC c 1892 34 84 0.113 6.0 Ox 0 VIFx 14.8 200.0 st2 KITCHEN c 1627 57 72 0.082 5.0 Ox 0 VIFx 39.5 255.0 st3 KITCHEN-A c 1627 57 72 0.089 5.0 Oxo VIFx 25.8 245.0 st3 LAUNDRY-A h 1428 29 24 0.069 4.0 Ox 0 VIFx 64.3 285.0 st3A LIVING DINING c 2960 81 132 0.069 7.0 Ox 0 VIFx 76.8 275.0 st3A LIVING DINING-A c 2960 81 132 0.061 7.0 Ox 0 VIFx 74.5 320.0 st3B LIVING DINING-B c 2960 81 132 0.066 7.0 Ox 0 VIFx 59.3 305.0 st3A LIVING DINING-E c 2960 81 132 0.078 7.0 Ox 0 VIFx 46.5 265.0 st3 MASTER BEDROOM c 2048 49 91 0.099 6.0 Ox 0 VIFx 35.0 210.0 st2 MASTER BEDROOM-A C 2048 49 91 0.097 6.0 Ox 0 VIFx 25.0 225.0 st2 UPPER HALL h 1855 37 26 0.084 4.0 Ox 0 VIFx 57.8 230.0 St2A t i wrlghtsaft' 2019-Jul-10 14 17 54 Rig ht-Su iteO U niversal 2018 18 0 32 RSU25299 Page 1 AM950 Clearview Ave\1950 Clearview Ave ManJSD rup Calc=MJ8 House Front faces N j Basement*. 6' N 7- 7- v° 7' CRA1f L lox 10 14x10 22.10 6- 6 6T,6x73— 4' 6• 4' 8' —77x10— — ROIR- 16 x 10 Mechanical Legend p- -- -- ---- Sheet Metal Supply Trunk a- - ---{ Sheet Metal Return Trunk - - ----- -- --------- --- -- ------- Flex Duct a Supply Grille/Register Gnllel agisterAbq e__ Wall Grille/Register Job#: 1950 Clearview Ave Home Energy Solutions Scale: 1 : 133 Performed by Gerson Rubio for: Page 1 187 E Main St RightSuite@ Universal 2018 1950 Clearvlew Ave Huntington,NY 11743 9 18.0 32 RSU25299 Southold,NY Phone:631-673-0664 2019-Jul-10 14.19:31 home-energysolutions.com gdlamay3@gmatl com ve11950 Clearvlew Ave ManJSD.rup N 2nd Floor f ...BATH 'e,F• •:� '�n :; '` �;AT77C: -fie "3 f 7* k• 1.:r:' IS 1m' q'2--7E/t•8ED(tOOAf* >r?x ;. i }_'b •-:`l.Z-,z' `:'cy Yz: :�s,'.?a� ,-�r -;.,�,�;::�'�``c^$7J�"-•,,,max�`•�,�,=,�°�x�-�:���j'ix:" "•a•�';�.• '�`.PJer. .°d'�.y�3s. -,�r.,i �v•:.:ti4-.. 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'�?'�:•�- -��.�.�;,�,�.'rw'x .sus^u�,`�r! ,.i ��l �E:a,���r.�':'*£FK,5�ATIIG+;- Mechanical Legend [ 1 Sheet Metal Supply Trunk Sheet Metal Return Trunk Flex Duct Supply Grille/Reglster a GrillaiRegister Above Wall Grille/Register Job#: 1950 Clearview Ave Scale: 1 : 133 Performed by Gerson Rubio for: Home Energy Solutions Page 3 1950 ClearviewAve187 E Main St RightSuite®Universal 2018 Southold,NY Huntington,NY 11743 18.0.32 RSU26299 Phone:631-673-0664 2019-Jul-10 14:19:33 home-energysolutions.com gdlamay3@gmail.com ...ve11950 Clearview Ave ManJSD.rup 1FTM E E4N E kG y Load Short Form Job: 1950 Clearview Ave S 0 L LT 1.0 N S Date: 7/9/2019 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-energysolubons com Project • • For: 1950 Clearview Ave,Southold, NY Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 0 Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make ENERTECH Make ENERTECH Trade GEOCOMFORT-2 STAGE Trade GEOCOMFORT-2 STAGE Model GXT036 @ Factory Settings Cond GXT036 @ Factory Settings AHRI ref Coil AHRI ref Efficiency 4.2 COP Efficiency 18.3 EER Heating input 8.6 kW Sensible cooling 27230 Btuh Heating output 29200 Btuh Latent cooling 11670 Btuh Temperature rise 23 °F Total cooling 38900 Btuh Actual air flow 1150 cfm Actual air flow 1150 cfm Air flow factor 0.020 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.81 Capacitybalance point=0°F Backup: Electric Strip Backup Input=10 kW Out ut=34121 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftZ) (Btuh) (Btuh) (cfm) (cfm) ZONE 1 1790 39508 22787 792 1013 ZONE 2 1218 17869 10764 358 478 Entire House 3008 57377 25779 1150 1150 Other equip loads 8616 1487 Equip.@ 1.00 RSM 27266 Latent cooling 6440 TOTALS I 3008 I 65993 I 33706 I 1150 I 1150 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 ' wrightsoft- 2019-Jul-1014.17:54 Right-Suite@)Universal 2018 18 0 32 RSU25299 Page 1 �� . 950 Clearview Ave\1950 Clearview Ave ManJSD rup Calc=MJ8 House Front faces N 1-1 OF, Nf E E N E P,G y Load Short Form Job: 1950 Clearview Ave SOLUTIONS Date: 7/9/2019 ` "� ^"�•'"�' ZONE 1 By: Gerson Rubio > Horne Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Web home-energysolutions com Project formation For: 1950 Clearview Ave,Southold, NY Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 0 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 Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) LIVING DINING 540 16124 11840 323 526 KITCHEN 303 5733 3254 115 145 DEN 208 4375 1214 88 54 BUTLER'S PANTRY 60 2826 1255 57 56 MECH 52 0 0 0 0 HALL 197 0 0 0 0 FOYER 108 3059 527 61 23 LAUNDRY 60 1428 538 29 24 BEDROOM 1 192 5963 4159 120 185 BATHII 72 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -f +- wrilghtsoft- 2019-Jul-101417.54 ��_ . •, ....,a, RightSuite®Universal 201818 032 RSU25299 Page 2 AM 950 Clearview Ave\1950 Clearview Ave ManJSD rup Calc=MJ8 House Front faces N ZONE 1 1790 39508 22787 792 1013 'Other equip loads 0 0 Equip.@ 1.00 RSM 22787 Latent cooling 1409 TOTALS I 1790 I 39508 I 24196, I 792 I 1013 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2019-Jul-101417:54 ..�..ag RightSuite®Universal 201818032RSU25299 Page . 950 Clearview AveN 950 Clearview Ave ManJSD rup Calc=MJ8 House Front faces N J H@141 E ENERGY Load Short Form Job: 1950 Clearview Ave SOLUT[ONS Date: 719/2019 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: 1950 Clearview Ave, Southold, NY Design Inf• • Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 0 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 Clg AVF (ftZ) (Btuh) (Btuh) (cfm) (cfm) MASTER BEDROOM 314 4864 4096 97 182 ATTIC 2 24 0 0 0 0 BATH 71 978 347 20 15 BEDROOM 2 177 3034 1937 61 86 ALCOVE 108 2504 961 50 43 HER WIC 87 0 0 0 0 HER BATH 75 1641 571 33 25 CL 17 0 0 0 0 UPPER HALL 186 1855 585 37 26 HIS BATH 54 1298 375 26 17 ATTIC 26 0 0 0 0 HIS WIC 78 1696 1892 34 84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wright5®ft- 2019-Jul-10 1417 54 Right-Suite®Universal 2018 18 0 32 RSU26299 Page 4 950 Clearview Ave11950 Clearview Ave ManJSD rup Calc=MJ8 House Front faces. N ZONE 2 1218 17869 10764 358 478 'Other equip loads 0 0 Equip.@ 1.00 RSM 10764 Latent cooling 2241 TOTALS I 1218 I 17869 I 13006 I 358 I 478 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsOftn 2019-Jul-10 14 17 54 •�.• �M.. ..�, Right-Suite®Universal 2018 18 0 32 RSU25299 Page 5 A56K ..950 Clearview Ave\1950 Clearview Ave ManJSD rup Calc=MJ8 House Front faces N HCAME ENERGY Manual S Compliance Report Job: 1950 Clearview AvIe SOLUTIONS Date: 719/2019 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmad com Web home-energysoluhons cam Project • • For: 1950 Clearview Ave, Southold, NY Cooling Equipment Design Conditions Outdoor design DB: 85.67 Sensible gain: 27266 Btuh Entering coil DB: 76.2°F Outdoor design WB: 72.1'F Latent gain: 6440 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 33706 Btuh Indoor RH: 50% Estimated airflow: 1150 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: GSHP Manufacturer: ENERTECH Model: GXT036 @ Factory Settings Actual airflow: 1150 cfm Sensible capacity: 27230 Btuh 100%of load Latent capacity: 11670 Btuh 181%of load Total capacity: 38900 Btuh 1151/o of load SHR: 70% Heating Equ 1pment Design Conditions Outdoor design DB: 10.67 Heat loss: 65993 Btuh Entering coil DB: 64.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: GSHP Manufacturer: ENERTECH Model: GXT036 @ Factory Settings Actual airflow: 1150 cfm Output capacity: 29200 Btuh 44%of load Capacity balance: -99 OF Supplemental heat required: 36793 Btuh Backup equipment type: Elec strip Manufacturer. Electric Strip Backup Model: Actual airflow: 1150 cfm Output capacity: 10.0 kW 52%of load Temp.rise: 30 OF Meets all requirements of ACCA Manual S. * wrightsoft- 2019-Jul-10141754 ,�'� .M,n•, r. .� Right-Suite®Universal 2018 18 0 32 RSU25299 Page 1 �+ 950 Clearview Ave\1950 Clearview Ave ManJSD rup Calc=MJ8 House Front faces N •I-1C�)MF >r'N8itGY Duct System Summary Job: 1950ClearviewAve SO LUT T IONS Date: 7/9/2019 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: 1950 Clearview Ave,Southold, NY Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.15 in H2O 0.15 in H2O Available static pressure 0.45 in H2O 0.45 in H2O Supply/return available pressure 0.242/0.208 in H2O 0.242/0.208 in H2O Lowest friction rate 0.061 in/100ft 0.061 in/100ft Actual air flow 1150 cfm 1150 cfm Total effective length(TEL) 734 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 ALCOVE h 2504 50 43 0.075 4.0 Ox 0 VIFx 58.9 265.0 st213 BATH h 978 20 15 0.084 4.0 Ox 0 VIFx 48.8 240.0 st2A BEDROOM 1 c 2080 60 92 0.066 6.0 Ox 0 VIFx 64.0 305.0 st3B BEDROOM 1-A c 2080 60 92 0.063 6.0 Ox 0 VIFx 78.4 305.0 st3B BEDROOM 2 c 1937 61 86 0.079 6.0 Ox 0 VIFx 57.8 250.0 st213 BUTLER'S PANTRY h 2826 57 56 0.088 5.0 Ox 0 VIFx 20.8 255.0 st3 DEN h 4375 88 54 0.083 6.0 Ox 0 VIFx 21.0 270.0 st3 FOYER h 3059 61 23 0.066 5.0 Ox 0 VIFx 72.5 295.0 st3A HER BATH h 1641 33 25 0.082 4.0 Ox 0 VIFx 45.5 250.0 st2A HIS BATH-A h 1298 26 17 0.109 4.0 Ox 0 VIFx 11.3 210.0 st2 HIS WIC c 1892 34 84 0.113 6.0 Ox 0 VIFx 14.8 200.0 st2 KITCHEN c 1627 57 72 0.082 5.0 Ox 0 VIFx 39.5 255.0 st3 KITCHEN-A c 1627 57 72 0.089 5.0 Ox 0 VIFx 25.8 245.0 st3 LAUNDRY-A h 1428 29 24 0.069 4.0 Ox 0 VIFx 64.3 285.0 st3A LIVING DINING c 2960 81 132 0.069 7.0 Ox 0 VIFx 76.8 275.0 st3A LIVING DINING-A c 2960 81 132 0.061 7.0 Ox 0 VIFx 74.5 320.0 st3B LIVING DINING-B c 2960 81 132 0.066 7.0 Ox 0 VIFx 59.3 305.0 st3A LIVING DINING-E c 2960 81 132 0.078 7.0 Ox 0 VIFx 46.5 265.0 st3 MASTER BEDROOM C 2048 49 91 0.099 6.0 Ox 0 VIFx 35.0 210.0 st2 MASTER BEDROOM-A C 2048 49 91 0.097 6.0 OX 0 VIFx 25.0 225.0 st2 UPPER HALL h 1855 37 26 0.084 4.0 Ox 0 VIFx 57.8 230.0 st2A ..1. wri9htsOft„ 2019-Jul-10141754 �l'� --r- Right-Suite®Universal 2018 18 0 32 RSU25299 Page 1 / + 950 Clearview Ave11950 Clearview Ave ManJSD rup Calc=MJ8 House Front faces N Supply Trunk Detail • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3A Peak AVF 452 627 0.061 645 12.8 10 x 14 ShtMetl st3 st2 Peak AVF 358 478 0.075 574 11.1 10 x 12 ShtMetl st1 st3 Peak AVF 792 1013 0.061 663 15.3 10 x 22 ShtMetl st1 st3B Peak AVF 200 316 0.061 456 9.9 10 x 10 ShtMetl st3A st2A Peak AVF 201 196 0.075 482 8.0 10 x 6 ShtMetl st2 st2B Peak AVF 111 129 0.075 386 6.0 8 x 6 ShtMetl st2A st1 Peak AVF 1150 1491 0.061 697 17.6 14 x 22 ShtMetl TableReturn Branch. Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb4 Ox 0 190 308 289.8 0.072 565 10.0 Ox 0 VIFx rt3 rb1 0x0 242 395 269.8 0.077 1184 14.0 3x 16 ShMt rt2 rb3 Ox 0 200 316 270.3 0.077 949 11.2 3x 16 ShMt rt2 rb2 Ox 0 349 302 226.5 0.092 1000 8.0 0x 0 VIFx rt2 rb5 0x0 168 170 339.5 0.061 488 8.0 Ox 0 VIFx rt3 Return. Trunk ® • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt3 Peak AVF 358 478 0.061 574 11.5 10 x 12 ShtMetl rt1 rt2 Peak AVF 792 1013 0.077 663 14.6 10 x 22 ShtMetl rt1 rt1 Peak AVF 1150 1491 0.061 1342 12.6 10 x 16 ShtMetl Bold/italic values have been manually overridden wrightsmft- 2019-Jul-10 14 17 54 Right-Suite®Universal 2018 18.0.32 RSU25299 Page t J+CK 950 Clearview Ave\1950 Clearview Ave ManJSD rup Calc=MJ8 House Front faces N d Basement N 7- CRAIR 6' 10. 14.10 Lx 10 6• 5 16x3 16x3 5• 4' 4' I 5. 8' 4• SUP 3 3I 2 1144 ix10 --ORdR= Ca 6x10 Mechanical Legend p Sheet Metal Supply Trunk p [ Sheet Metal Return Trunk Flex Duct . 1 [� Supply Grille/Register a GnIlelRegisterAbove PRSL 1 WallGnllelRegister Job#: 1950 Clearview Ave Home Energy Solutions Scale: 1 : 133 Performed by Gerson Rubio for: Page 1 187 E Main St RlghtSute®Universal 2018 1950 Clearview Ave Huntington,NY 11743 18 0 32 RSU25299 Southold,NY Phone-631-673-0664 2019-Jul-10 14.19.31 home-energysolutions corn gdlamay3@gmad.com ve11950 Clearview Ave ManJSD rup 1st Floor pJ 132 cfm 132 C: F. fm orm LIVING DINING 132 cf e BEDROOM I1TTCHEA 92 cf i 12- BATH I i 316. 1395.fm 72cf 72c HALL 24cfe LAUNDR) 5m BUTLER'SPANTR 302 cf DEA FOYER ewC ZD.damp- MECH 2zxw GARAGE cf 54 cf ® ► 16x10 Z-7 22.14 RHRsa 16.10 Mechanical Legend � 0 Sheet Metal Supply Trunk [-——————-Ej Sheet Metal Return Trunk ~ Flex Duct _=c � Supply Grille/Register GnIlelRegister Above Wall Grille/Register Job#: 1950 Clearview Ave Home Energy Solutions Scale: 1 : 133 Performed by Gerson Rubio for: Page 2 187 E Main St RightSulte@ Universal 2018 1950 Clearview Ave Huntington,NY 11743 18.0.32 RSU2529C; Southold,NY Phone:631-673-0664 2019-Jul-1014:19:33 , home-energysolutions.com gdlamay3@gmail.com ...ve\1950 Clearview Ave ManJSD.rup • 1 - 1 N 2nd Floor `ATTIC: BATH' r BEDROOM2 MASTER BEDROOM Iscw *eacw 4" 91 cw 008dW - a" 911 a' axa Lz. 'I±z 10 4" 8" f//$1111C4rcw nocw HER WC 84 cw 4" a. 4" HISBATIf UPPER H.ALf ALCOYL 4 ]S cf. CL HER BATH - ±acw ATTIC Mechanical Legend Sheel Melal_Supply Trunk _ lSheet the Return Trunk V - ii-'- Flex Duct P, SupplyGOelRegisler _ I GrillelRegisterAbove Wall We/Register Job#: 1950 Clearview Ave Scale: 1 : 133 Performed by Gerson Rubio for: Home Entergy Solutions Page 3 1950 Clearview Ave 187 E Main St Right-Suite@ Universal 2018 Huntington,NY 11743 18.0.32 RSU25299 Southold,NY Phone:631-673-0664 2019-Jul-10 14:19:33 home-energysolutions.com gdlamay3@gmail.com ...ve\1950 Clearview Ave ManJSD.rup I-I®R NI E E N E ItG yr Load Short Form Job: 1950 Clearview Ave SOLUTION'S Date: 719/2019 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-energysoluhons com Project • • For: 1950 Clearview Ave,Southold, NY Design Informatfon Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Ins ide db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 0 Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make ENERTECH Make ENERTECH Trade GEOCOMFORT-2 STAGE Trade GEOCOMFORT-2 STAGE Model GXT036 @ Factory Settings Cond GXT036 @ Factory Settings AHRI ref Coil AHRI ref Efficiency 4.2 COP Efficiency 18.3 EER Heating input 8.6 kW Sensible cooling 27230 Btuh Heating output 29200 Btuh Latent cooling 11670 Btuh Temperature rise 23 °F Total cooling 38900 Btuh Actual air flow 1150 cfm Actual air flow 1150 cfm Air flow factor 0.020 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.81 Capacitybalance point=0°F Backup: Electric Strip Backup Input= 10 kW Output=34121 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (T) (Btuh) (Btuh) (cfm) (cfm) ZONE 1 1790 39508 22787 792 1013 ZONE 2 1218 17869 10764 358 478 Entire House 3008 57377 25779 1150 1150 Other equip loads 8616 1487 Equip.@ 1.00 RSM 27266 Latent cooling 6440 TOTALS I 3008 I 65993 I 33706 I 1150 I 1150 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrights®ft- 2019-Jul-1014.1754 RightSuite®Universal 2018 18 0 32 RSU25299 Page 1 ...950 Clearview Ave\1950 Clearview Ave ManJSD rup Calc=MJ8 House Front faces N HOF, M E E N E itG Y Load Short Form Job: 1950 Clearview Ave SOLUTIONS Date: 7/9/2019 ZONE 9 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: 1950 Clearview Ave, Southold, NY Design Mformation Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 0 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 Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) LIVING DINING 540 16124 11840 323 526 KITCHEN 303 5733 3254 115 145 DEN 208 4375 1214 88 54 BUTLER'S PANTRY 60 2826 1255 57 56 MECH 52 0 0 0 0 HALL 197 0 0 0 0 FOYER 108 3059 527 61 23 LAUNDRY 60 1428 538 29 24 BEDROOM 1 192 5963 4159 120 185 BATH 1 72 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wricghls®ft- 2019-Jul-10141754 ..—•r -..—_, Right-Suite@ Universal 2018 18 0 32 RSU25299 Page 2 �+C� 950 Clearview Ave11950 Clearview Ave ManJSD rup Calc=MJ8 House Front faces, N ZONE 1 1790 39508 22787 792 1013 Other equip loads 0 0 Equip.@ 1.00 RSM 22787 Latent cooling 1409 TOTALS I 1790 I 39508 I 24196 792 I 1013 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoft' 2019-Jul-1014.1754 �- a.. --Z 91 Y Right-Suite®Universal 2018 18 0 32 RSU25299 Page 3 / . 950 Clearview Ave\1950 Clearview Ave ManJSD rup Calc=MJ8 House Front faces N H@ M E E N E R c Y Load Short Form Job: 1950 Clearview Ave SOLUTIONS Date: 7/9/2019 ZONE 2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Web home-energysolubons com Project Information For: 1950 Clearview Ave,Southold, NY Design Information Htg Cig Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 0 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 Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) MASTER BEDROOM 314 4864 4096 97 182 ATTIC 2 24 0 0 0 0 BATH 71 978 347 20 15 BEDROOM 2 177 3034 1937 61 86 ALCOVE 108 2504 961 50 43 HER WIC 87 0 0 0 0 HER BATH 75 1641 571 33 25 CL 17 0 0 0 0 UPPER HALL 186 1855 585 37 26 HIS BATH 54 1298 375 26 17 ATTIC 26 0 0 0 0 HIS WIC 78 1696 1892 34 84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .Ofp- Wrig htS,Of - 2019-Jul-10 14 17 54 ,. .•,,. ...�.� , RightSuite®Universal 2018 18 0 32 RSU26299 Page 4 . 950 Clearview Ave\1950 Clearview Ave ManJSD rup Calc=MJ8 House Front faces N ZONE 2 1218 17869 10764 358 478 Other equip loads 0 0 Equip.@ 1.00 RSM 10764 Latent cooling 2241 TOTALS I 1218 I 17869 I 13006 I 358 I 478 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft" 2019-Jul-10141754 A��+�, .. <•. . I.— RightSurteO Universal 2018 18 0 32 RSU25299 Page 5 iLR1 ,.950 Clearview Ave\1950 Clearview Ave ManJSD.rup Calc=MJ8 House Front faces N F1 ME E N E RG Y Manual S Compliance Report Job: 1950 ClearviewAve SOLUTIONS Date: 719/2019 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-energysolubons com Project Information For: 1950 Clearview Ave,Southold, NY • • •; Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 27266 Btuh Entering coil DB: 76.2°F Outdoor design WB: 72.1°F Latent gain: 6440 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 33706 Btuh Indoor RH: 50% Estimated airflow: 1150 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: GSHP Manufacturer: ENERTECH Model: GXT036 @ Factory Settings Actual airflow: 1150 cfm Sensible capacity: 27230 Btuh 100%of load Latent capacity: 11670 Btuh 181%of load Total capacity: 38900 Btuh 1150/oof load SHR: 70% Hbating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 65993 Btuh Entering coil DB: 64.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: GSHP Manufacturer: ENERTECH Model: GXT036 @ Factory Settings Actual airflow: 1150 cfm Output capacity: 29200 Btuh 441/o of load Capacity balance: -99 °F Supplemental heat required: 36793 Btuh Backup equipment type: Elec strip Manufacturer: Electric Strip Backup Model: Actual airflow: 1150 cfm Output capacity: 10.0 kW 52%of load Temp. rise: 30 °F Meets all requirements of ACCA Manual S. .� wrightsoTt`° 2019-Jul-10 14 17 54 Rig ht-Sufte®Universal 201818032RSU25299 Page �+� 950 Clearview Ave11950 Clearview Ave ManJSD rup Calc=MJ8 House Front faces N 1-1(�)M E E N E KG Y Duct System Summary Job: 1950 ClearviewAve SOLUTIONS Date: 7/9/2019 Entire House By: Gerson Rubio Horne Energy Solutions 187 E Main St,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Web home-energysolutions com Project • • For: 1950 Clearview Ave,Southold, NY Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.15 in H2O 0.15 in H2O Available static pressure 0.45 in H2O 0.45 in H2O Supply/return available pressure 0.242/0.208 in H2O 0.242/0.208 in H2O Lowest friction rate 0.061 in/100ft 0.061 in/100ft Actual air flow 1150 cfm 1150 cfm Total effective length(TEL) 734 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 ALCOVE h 2504 50 43 0.075 4.0 0x0 VIFx 58.9 265.0 st213 BATH h 978 20 15 0.084 4.0 0x0 VIFx 48.8 240.0 st2A BEDROOM c 2080 60 92 0.066 6.0 0x0 VIFx 64.0 305.0 st313 BEDROOM 1-A C 2080 60 92 0.063 6.0 Oxo VIFx 78.4 305.0 st3B BEDROOM 2 C 1937 61 86 0.079 6.0 Ox 0 VIFx 57.8 250.0 st2B BUTLER'S PANTRY h 2826 57 56 0.088 5.0 Ox 0 VIFx 20.8 255.0 st3 DEN h 4375 88 54 0.083 6.0 Oxo VIFx 21.0 270.0 st3 FOYER h 3059 61 23 0.066 5.0 Oxo VIFx 72.5 295.0 st3A HER BATH h 1641 33 25 0.082 4.0 Ox 0 VIFx 45.5 250.0 st2A HIS BATH-A h 1298 26 17 0.109 4.0 Ox 0 VIFx 11.3 210.0 st2 HIS WIC c 1892 34 84 0.113 6.0 Ox 0 VIFx 14.8 200.0 st2 KITCHEN C 1627 57 72 0.082 5.0 Ox 0 VIFx 39.5 255.0 st3 KITCHEN-A C 1627 57 72 0.089 5.0 Ox 0 VIFx 25.8 245.0 st3 LAUNDRY-A h 1428 29 24 0.069 4.0 Ox 0 VIFx 64.3 285.0 st3A LIVING DINING c 2960 81 132 0.069 7.0 Ox 0 VIFx 76.8 275.0 st3A LIVING DINING-A c 2960 81 132 0.061 7.0 Ox 0 VIFx 74.5 320.0 st36 LIVING DINING-B c 2960 81 132 0.066 7.0 Ox 0 VIFx 59.3 305.0 st3A LIVING DINING-E c 2960 81 132 0.078 7.0 Ox 0 VIFx 46.5 265.0 st3 MASTER BEDROOM C 2048 49 91 0.099 6.0 Ox 0 VIFx 35.0 210.0 st2 MASTER BEDROOM-A C 2048 49 91 0.097 6.0 OX 0 VIFx 25.0 225.0 st2 UPPER HALL h 1855 37 26 0.084 4.0 Ox 0 VIFx 57.8 230.0 st2A i t - - wrightsoft- 2019-Jul-101417:54 Right-Suite®Universal 2018 18 0 32 RSU25299 Page 1 ACCX . 950 Clearview Ave\1950 Clearview Ave ManJSD rup Calc=MJ8 House Front faces N Supply t - Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3A Peak AVF 452 627 0.061 645 12.8 10 x 14 ShtMetl st3 st2 Peak AVF 358 478 0.075 574 11.1 10 x 12 ShtMetl st1 st3 Peak AVF 792 1013 0.061 663 15.3 10 x 22 ShtMetl st1 st313 Peak AVF 200 316 0.061 456 9.9 10 x 10 ShtMetl st3A st2A Peak AVF 201 196 0.075 482 8.0 10 x 6 ShtMetl st2 st2B Peak AVF 111 129 0.075 386 6.0 8 x 6 ShtMetl st2A st1 Peak AVF 1150 1491 0.061 697 17.6 14 x 22 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 0 190 308 289.8 0.072 565 10.0 Ox 0 VIFx rt3 rb1 Ox 0 242 395 269.8 0.077 1184 14.0 3x 16 ShMt rt2 rb3 Ox 0 200 316 270.3 0.077 949 11.2 3x 16 ShMt rt2 rb2 Ox 0 349 302 226.5 0.092 1000 8.0 Ox 0 VIFx rt2 rb5 Ox 0 168 170 339.5 0.061 488 8.0 Ox 0 VIFx rt3 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt3 Peak AVF 358 478 0.061 574 11.5 10 x 12 ShtMetl rt1 rt2 Peak AVF 792 1013 0.077 663 14.6 10 x 22 ShtMetl rt1 rt1 Peak AVF 1150 1491 0.061 1342 12.6 10 x 16 ShtMetl Bold/italic values have been manually overridden -Pk wrightsoft, 2019-Jul-10 14 17 54 .�_.•, ,. �, Right-Suite®Universal 2018 18 0 32 RSU25299 Page 2 RCCA 950 Clearview Ave\1950 Clearview Ave ManJSO rup Calc=MJ8 House Front faces N Basement 711K- 7- 7- r7. CRA16Z 10x10 14.10 22x10 6° 5' 16x7 16x1' 5• 4' 4" I 5• 8" Sup Rua — 22x14 22x10 ——�Re R- 16.10 —I6xl0 Mechanical Legend _ z Sheet Metal Supply Trunk Sheet Metal Return Trunk T Flex Duct Supply GnllelRegister t� Grille/Register Above r� Wall Grille/Register Job#: 1950 Clearview Ave Home Energy Solutions Scale: 1 : 133 Performed by Gerson Rubio for: Page 1 187 E Main St RightSuite®Universal 2018 1950 SouthoClearvld. N Ave Huntington,NY 11743 18 0.32 RSU25299 Southold,NY Phone-631-673-0664 2019-Jul-10 14.19.31 home-energysolutions.com gdlamay3@gmail.com ...ve\1950 Clearview Ave ManJSD.rup f list Floor FFmy �lmy N 132� 132 cfm 132 d. LIVINGDINING 132cr i i BEDROOM I 92 cfm KITCHEA 9„con BATH] 316d. 395d. F - 72 cfin 72c HALL 24 cane m LA UNDR3 56 cfin BUTLER'SPANTR 3oz c� DEAD FOYER Svc z—a— MECH ?2x14 GARAGE 23d. 54 cr m tmy 16x10 Sop- 2_+ 16 x x 14I0e 16 x 10 Mechanical Legend vu Sheet Metal Supply Trunk p ——————-[ Sheet Metal Return Trunk Flex Duct r Z. SupplyGnlle/Register GnllelRegislerAbove � i;is Wall Grille/Register Job#: 1950 Clearview Ave Home Energy Solutions Scale: 1 : 133 Performed by Gerson Rubio for: Page 2 187 E Main St RIghtSuite@ Universal 2018 1950 Clearview Ave Huntington,NY 11743 18.0.32 RSU25299 Southold,NY Phone:631-673-0664 2019-Jul-10 14:19.33 home-energysolutions.com gdlamay3@gmail.com ve\1950 Clearview Ave ManJSD rup 1 z N 2nd Floor BATH BEDROOM2 MASTERBEDROOM ATTIC: Isco T r 4� 91 Cfin 708 cfix S6c6n 6• 91 c6n 6• 6• 10' 6x8 6x10 1]x10 His WIC 47 c5n no arm HER{V!C 84d. 4• 6. 4• UPPER HALL HISBATH ' ALCOR 4 ssem17 cvn 1 ]CI 26 c6n HER BATH ATTIC Mechanical Legend Sheet Metal Supply Trunk �-——————-{ Sheet Metal Return Trunk Flex Duct z Supply Grille/Register Gnlle{RegisterAbove� Wall Grille/Register Job#: 1950 Clearview Ave Home Energy Solutions Scale: 1 : 133 Performed by Gerson Rubio for: Page 3 1950 Clearview Ave 187 E Main St Right-Suite®Universal 2018 Huntington,NY 11743 18.0.32 RSU25299 Southold,NY Phone.631-673-0664 2019-Jul-10 14.19 33 home-energysoluttons.com gdlamay3@gmail cam ve\1950 Clearview Ave ManJSD.rup FIELD INSPECTION REPORT DA'JE COMMENTS FOUNDATION(IST) �''' ►= , y -------------------------------------- FOUNDATION -----------------------------------FOUNDATION (2ND) z ch o ,ROUGH"FRAMING& . y PLUMBING 0 I�IdN��W1�(/s _ r INSULATION PER N.Y. H STATE ENERGY CODE l v V ,u h� a FINAL ADDITIONAL COMMENTS A 1 Am-., r I)- Iq- G eVic- c%" � d 3 TOWN OF SOUTHOLID BUILDING PERMIT APPLICATION CHECKLIST 'BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLI(D,NY 11971 4 sets of Building Plans TEL: (631) 965-1802 Planning,Board approval FAX: (631)'765-9502 �� � Suryey Southoldtownny.gov PERMIT NO. ` Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: tt'� Approved Z 120Ygspetctor Mail to: N��c� wye;w, Disapproved a/c Phone Expiration 120 � tr(.- ! t-- r ;'�APPLICATION FOR BUILDING DI NG PERT t Date SEP 1 3 2019 INSTRUCTIONS a.This a,plica io4.WST be completely filled in by typewriter or in ink and submitted-to the Building Inspector with 4 �Tr.i :, � ;,,r t sets of plans,accuraie plotplau,to scale.Fee according to schedule. b PI'dt' lan sfio ri$g"1ddffion 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, sing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ( ignature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent, architect, engineer,general contractor, electrician,plumber or builder Name of owner of premises bE-ITC,�A (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. . Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �9�?o CA-IFINi, House Number Street - Hamlet r County Tax Map No. 1000 Section Block Lot �� SITE DRAINAGE: FREDERICK DR AREA VOLUME (Regiured) DRAINAGE STRUCTURES VOLUME (Provided) SINGLE EAr17LYROBERT 17nveruay (#) 8' Dia. x 3' Deep III/ 124 cf (U/ ('UsLIC � LING WEBER DRI l34 d x .14L Ram = 12L8 tfi Traffic Bearing Top SINGLE FAMILY DR2 parae {1) 8' Dia. x 3' Deep w/ 124 cf (U/ L7WE artial House 134 sf x .ILL' ,Ram l21.8 dTraffic Bearing Top PL18LIC WATERING ARCHITECT Partial House (1) 8' Dra. x 3' Deep wf 124 C OR3 Patty 134 sf x ,16L Ram 121.8 .cf Traffic Beanng Top x" '�� OR4 Partial House 134 sfi x JW Ram a 121.8 cf (1) 8' Dia. x V Deep w/ 124 cf Patio Traffic Bearing Top cf t' -0R5* Partial House 134 at x .1L6' Rin = #2L (1) 8' Dia- x 3' Deep w/ 124 x'6:-, 8 cf Traffic Bearing Topi'C�' J �`'"`0•,.,_ (1) 8, Dta. x v Dee w/ Y J0p p0. ` €�� air 4'°tte - (U8. / E,4 T11t Y L7 DR L Partial Hausa 134 sf x .11L Rain � 121.8 'cfi p 124 cf _ .... ._...... ..-- _,_ � l� PUBLIC WELLING Traffic Bearing Top �'yr�e ��" �.r fit.,�Q �'`�+-:>�- t � A � /� r x" 1 '` ]` c w'`1 TFR House and Porch Roofs to Have Gutters t Leaders rt "� OF P"�NT 'V Connected to Underground Drainage Structures (Tgp.) ' 8`� Ring: 42.25 cf/Ft of Height ` i`"_-f'-.�w114 N POLE T 1 4r x 80� r ULr�iNCxBOUND HAY BALE S81O$ Q ' gIC ~ vXPLACED ON CONTOUR CLOTH AGAINST 7 ` ` s ,r WOVEN WIRE FENCE W/ W/ 2"X2" STAKES µ' a -- °srRucr I� 1UATER t1:1 2"4"x34" STAKES. 12 OC iN GROUND) DRIVE STAKES : --('-�" FR�` a DRIVEN 14" MiN. INTO FLUSH W/ TOP OF HAY i .1 �, - ' °"� Q BALE, ANGLE FIRST STAKE ��-. x,, , ��?r r ` A SA Opp q © 7 Ude?�' ch Dr , , �, N GRADE, EMBED FILTER SEb Tier, ., TOWARD PREVIOUSLY LAID + �� E _ � `' a -ou`-' CLOTH 6 INTO GROUND BALE t �" i b SYST ARY~ �. corrco ' --- " A NL Exp :#LIP--, ` �.s�s d . 7 �Axr bRt GRAVEL ` _` ''- - --,, :, 1, -_i IYEWAY x-71 $ `z ♦- .1 r- ` ` '" D R1' 1 0,. Nnl+ '"':; 'p '� {�j' 4`-�.tt� ' x e : leer `-`- +u 398.7 ' "•- •.... /^�'1' a Lppp,,,yyyi " * 1."�-'y/• I_"Y+,1�11-'��i L! I �..iM4�. 'a �,�(�� �,� fS �1r� .,K w 41 FLOW �`� /At r' X i J`_ � i l". � ) a ('y SLOPE r. a it Y!'t�� ;t Y/ ti Y LU t1ES-r \ - ✓T� � 7S`4.! t Yr � +�f�'_Q. t T. � Z �I i 1 \ 11 `ti . ^"` ,, ..• -:}-• ( � `r-'i�--� -'�" -.:a i'T•� t � '---.� r �j � � �� f CROSS SECTION FACE VIEW . 1-tra4Y BALE SILT FENCE DETAILS - 'f LOT 1 �; - s;.,o.; try r, � � � s� - VACANT LOT ` i :- R .' t .�; ! OC, 7ioN RETE } t I :0' . � `� �..,. GONG ( 4.5,. '.? .�:•.•... =��:: �B tea• _ COVER OR EAISTIN �`0:.: ,1- TRAFFIC G.I. GRATE ( :. k. ': `_: ::'.:...... t--sTokrY,' I I P R E~N "' . •: '• Alf :01 I + DR21 _6 BEARING �DUSE & r I r .©�? ..`:.`:::..'.'::.. ).'Bt:IJRac�LL1hiC�.. I"STo� `. y - SLAB PRECAST - - _,_ ARG ► CONCRETE _A ?r CHIMNEY � M .._. .__-r-._ _._... -- .- `` L?.e �i�, -ti ' .�.o�;: :•:::-:,•:-:::� .. H FILTER CLOTH AGAINST WOVEN WIRE FENCE W/ ai �` ts". f2.p•` I ,. I V,0 2'X2"X34" STAKES, 12' OC 4 ` l l?s9 �.. �o'. STOOP DRAINAGE DRIVEN 10 MIN. INTO $' PiPE 1 GRADE, EMBED FILTER $ r. - # �t CLOTH 4" INTO GROUND -" - �: . ... 1 t PR3;y TYPIC L G __._. _ r� D R A 1 AGE i <1 .,,.�._ _ o , i ; 'i�,, i 1 1 RING ` >( . . _� ,r4� .,N 'tw--�-'� STONE k' � COASTAL � /E 1 5 �� IDENTIFIED$11-16 90 N0 ..- .....-- ....w $ _0 .._ - a s C ase 1 FLOW © z t's"' -. _ _ .... ... 2' GLEAN SAND t 1 cv �._ ....... ._. b i ! DR�f ( .stab i GRAVEL FILL "�� I SLOPE ;o .. 4 8 -' ` �' T s�°o $ ;1��� r /♦ DRAWING TITLE: �.--- ---------- .-._--- --1 � ,�'/J � ....r.r• .._.,• i + - - - _ .. _ _ '�'f1a.../.Y J 4'° �. +,�,� � J �#1 11 ,rf::.tai V_ j aL > w I �"r PROPERTY OWNER: SITE PLAN Via_ (s,� ,moo o� NICOLE L ','' H ...- CRO55 SECTION x _ TION o DRAINAGE RING SILT FENCE DETAIL t \o - ABANaOK_ ;R T ' 450 \`�0 Z TYPICAL SEC t, EXISTING _ ;e"r SITUATE: SOLITHOLD E.R ��LANITART- ZDNE wti ;� TOWN OF SOLITHOLD � , .,` 4 v, w a SUFFOLK COUNTY, NELU YORK I 4 AE p, 6 -_..._,. __ __ _- ,. Y 8- 0-.. ZONE �.,J -r STDRP'I WATER POLLUTION PREVENTION __..-- � __ _____._ ._._.._ .- I S/LT fiFNC '- a., o ,_,_�--� z SURVEY INFORi1ATION: `~ a NATHAN CORWIN. LAND SURVEYOR ~- x� "' JAMESPORT, NY CONSTRUCTION PHASING: JU X - 1- INSTALL HAY BALE/SILT FENCE. - � t` SURVEYED: JUNE 3. 2003 JOB: I x tta yl ; . w LAST UPDATED: APRIL 12, 2018 s �- DEMOLISH EXISTING RESIDENCE t REMOVE EX SANITAR'.1Y. a', x'`u I ELEVATIONS REFERENCED TO N.A.V.D. 1988 DATUM NEW FOUNDATION t IST FLOOR FRAMING. BACKFILL. l 1 _ RE51D-t 3 CONSTRUCT AI AGE STRUCTURES. II LOT NUMBERS SHOWN THUS: LOT�t REFER TO REStDEN+CE "' '���f ( I MAF' OF SMITHFIELD PARK 4- INSTALL NEW DR ft. ` 5- CONSTRUCT NEW RESIDENCE (C �cErArEnI ` FILED 1N THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 1950 CLEARVIEW AVE. 5 rtoE `, I G- PROVIDE GUTTERS/.LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. DRIVEWAY (Pervious): NION-0 uaau+c� : _ ^ I ON DECEMBER 21, 1944 AS FiLE NO. 4110 SOUTHOLD, NY GRADEER 'I- PARTIALLY RECONFIGURE DRIVEWAY, BELGIAN i" TAN PEA Z a,' " `` SCTM# 1000-'t0-10-21 8- CONNECT DRIVEWAY INLETS TO DRAINAGE STRUCTURES. BLOCK GRAVEL SURFACE t REMOVE -' J TOWN OF SOUTHOLD .I• COMPACTED X10" ``� TOTAL LOT AREA: 23.051.8.4 S.F. INSPECT HAY BALE/ SILT FENCE WEEKLY " x*'° P pAno I SCTM3t 1000-"10-10-2't :, t-.r. r I 7t3 u7 `` CRUSHED STONE WETLANDS AREA.: 211 '� M2;f +f' `BASE N/t°NSERVAN6� ., -" 4 _ UPLAND/BUILDABLE AREA: 20,938 S.F. SITE AREA: 23,0'Si.84 SF NATURE C DISTURBED AREA: 11,000 SF - _CONCRETE `---FABRIC MESH ARCHITECT: LA x;,vp - .i TOWN OF 50UTHOLD � ': SETTING BED (WEED CONTROL) f LANDWARD rncr OF TIDAL WETLANOS S aJcMD BY S' FREDERICK R. WEBER FILL TO BE ADDED AROUND HOUSE AND OVER SANITARY SYSTEM �"` �'NN 'X'$7 OF JX0. CONSULTING ON 7/6/2018 VEGFTATM :ie - ` j r•LAc 'x a' _ >; ZtONiNG; R-40 (NON-CONFt3RMING LOT 41 EAST MAPLE ROAD 200 CY N.Y.S. D.E.C. GREENLAWN. NY 11140 � - _-• 20.000 TO 39,999 SF) 5`�.f; z x eUr�tt O AD O 52 NOYAC REMOVE TOPSOIL OVER PROPOSED SANITARY SYSTEMS, STOCKPILE. +1 7 RE-SPREAD OVER COMPLETED SITE. ,, cy LOT COVERAGE: 20% (MAX.) LOT COVERAGE: 20% (MAX.) WATER MILL. NY 1!9"tL ROOFED FOOTPRINT: 2498 SF GARAGE t PORCHES: 2698 5F .-� HOUSE, t NEW DRIVEWAY ENTRANCES TO BE USED AS CONSTRUCTION ENTRANCES. �FiAc s•. °° o LOT COVERAGE (PROPOSED): 12.9% EXISTING NSD°` -�ti ai,. x t0 PATIO (Bluestone): 114 SF TEL +t31 154-5555 STOOP t STEPS (13iuestone): 18 SF fweberarchitect9gahoo.com STAGING AREA: IN FRONT OF HOUSE _ _' ---.----- aillc '�` � ~� w YARDS: (PRINCIPAL) GARAGE APRON (Belgian Block): 34 SF IV , ` ,�`, ,� -1 FRONT �40' � TOTAL: 3584 SF 3g � t SIDE (ONE): 15 24. 6 �� S� �'�� 4. SiDE (BOTH.: 35' LOT COVERAGE (PROPOSED): 11.1% SEAL: -- REAR: 50' (Note. Driveway is Pervious w/ w ; ^. �. 2j _ Tan Pea; Gravel Surface) itlrj �` Q y _ r' r:uHEIGHT (MAX.): 35'. (2 1/2) STORIES TEST HOLE DATA S �� 5$ � '��'`S �� FIN. FL.. Ei x•11.0' McDONALD GEOSCIENCE � FLOOD ZONE INFORMATION TAKEN FROM: APRIL 20. 2018 S' FLOOD INSURANCE RATE MAP No. 39103COIb4 H C.I. COVER 7$ 41' ZONE AE: BASE FLOOD ELEVATIONS DETERMINED s . CRAWL E }� El +g,3' O GRADE I' MIN. EL +4.8` �f'� � Q?- �W ZONE X: AREAS Cr 0.2% ANNUAL CHANCE FLOOD, AREAS OF 1% ANNUAL CHANCE FLOOD SPACE E1 +"1.8" MAX. EI +-f.8i , � r-y WITH AVERAGE DE=PTH OF LESS THAN I FOOT OR WITH DRAINAGE AREAS LEM THAN 1/4I Per Ft DARK BROWN LOAM OL (,-,, o I SQUARE MILE: AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. Pitch) ' INVE Per Ft a? i BROWN SILT ML COASTAL BARRIER LEGEND MAR 29. 2019 EL +1.3' INVERT '� Pitch) r- 3. PALE BROWN 11-14-90 COASTAL BARRIER EL +6.8' 1000 GAL: DISTRIBUTION LEACHING o FINE SAND SP JAN 29. 2019 SEPTIC TANK INVERT INVERT POOL (8t�x2r� POOL ($ 0x2 )i Cy o� 5.2 FLOOD INSURANCE NOT AVAILABLE FOR NEW CONSTRUCTION OCT 2. 2018 EL +L_3 EL +L.O QTY, (4) L(') NORTH OR SUBSTANTIALLY IMPROVED STRUCTURES ON OR AFTER REV.; AUG 10, 2018 BOT. MINIMUM DISTANCE SITE FLAN NOVEMBER iL. 1990, IN DESIGNATED COASTAL BARRIERS. p, WATER 1N EL +4.0' TO GROUND WATER El +2 c�i '-O" PALE BROWN DATE: JUNE !I, 2018 FINE SAND $• 8' 8' EXPECTED HIGH 1 20'-0 �4_ GROUND WATER •• SCALE: ot 20' ------------------- --------------._- --_._____-__-_-- -------------------------------_ 13' JOB NO: iu201101 MAINTAIN THE FOLLOWING CLEARANCES: SANITARY SYSTEM SANITARY TO PORCHES: 5' PROVIDE A NEW SANITARY SYSTEM DRAWING NO: SANITARY TO PROPERTY LiNE. 5' FOR A MAXIMM OF (3) BEDROOMS SANITARY TO (NATER LINE: 10' 8 �����Pi SANITARY TO ON-51TE DRYWELL: 10` SANITARY SYSTEM: -`-`--- EXISTING CONTOUR1< S WATERLINE TO DRYWELL: 10` �������������TEI�i��u 1000 GAL. SEPTIC TANK (TRAFFIC BEARING) $ REVISED CONTOUR. ANDCONDITIOlUS_OF At W1 C.I. COVER TO GRADEI� 8 -,r.' --,. PERMITNaI NEIL CONTOUR (5) 8'0 x T DEEP LEACHING POOLS DATE �` �'; i ' 7 W/ TRAFFIC BEARING COVERS OF A8 CL SURVEY OF PROPERTY �% �/T SI T UA TED A T A Y a °° . . 4. °e SOUTHOLD X TOWN OF SOUTHOLD EDGE OF PAVEMENT° °'° ° e ° e d UTILITY PDLE .: ea d ..e NYr224 SUFFOLK COUNTY NEW YORK ^ #14 BELGIq e X.iB ° e' Y QOQ. S 81°p6 3 LOCkgp N e a e. ..a'e d . v S.C. TAX No. 1000-70- 10-27 1.1 p.e ° d , SP SCALE 1 "=20' z SPLIT ° ..d °.. d E �^ �` 1 pp. 1 . _ 00 / JUNE 3, 2003 M ° 73 APRIL 12, 2017 UPDATE SURVEY U \ 3 � FOD y� N 2_14 \e°'d SPLIT RAIL FENCE ONC. MON. CN ° o X \ ' / FENCE AREA = 23,052 sq. ft. 4, F=r U ',d'a .d' } em X I / 0.41S. 0.3.E. 398.77' (TO TIE LINE) 0.529 cc. er / O U bu E0 3Q g V X / 6 W ° I ° 4 BRICK M 'YAL.Z.,t I / N O X 1 d' ^ ' • � / LAMP ° TRE / RO POS / GRq GRAIN I / FENCE r I� 0 ^ °PORCOVER� 1.5'W. v \ CONC. APRON H ^ 6.4 \ 48.6' o 1515—.4' v 21.8• 6.3 \ N � E 0 $� 2 Cti S 12. 1 STORY MOUSE 8c FFLAGE GAR 2 U / ' O --8 \ • 8.4 a ,� O � 6.9• C.Ft . L E CELLCR _6 �1 \ E 12.3' . -L CP N \ \ ��i �• /\\ r IT cf- L,q w v y 19.0'WOOD $ / \ STEP 4� <a COASTAL BARRIER v �2 WOOD WODD IDENTIFIED 11-16-90 1,5"Dia. TR \ WOOD STE DECK STEPS TEE x� v NOTES: v \ 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1988 DATUM X5& 5 Q EXISTING ELEVATIONS ARE SHOWN THUS: S.o �4 FLAG 3\ �z \ / \ EXISTING CONTOUR LINES ARE SHOWN THUS: — —5— — 1.5 qq iia. TRS WOOD �PS/ / O F.FL. - FIRST FLOOR 111 FLAG /\ / 5.9 \� G.FL. - GARAGE FLOOR _ Cti ZONE X �, 2. LOT NUMBERS SHOWN THUS: LOT 1O REFER TO (EL MAP OF SMITHFIELD PARK FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON DECEMBER 27, 1966 AS FILE No. 4770 FLAG \. 2.1 3. FLOOD ZONE INFORMATION TAKEN FROM: ' \ \ FLOOD INSURANCE RATE MAP No. 36103CO166 H 3.5 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED \. X — —4 ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD 111 FLAG \ WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN is 21 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. 4. COASTAL BARRIER LEGEND \ 11 -16-90 COASTAL BARRIER FLOOD INSURANCE NOT AVAILABLE FOR NEW CONSTRUCTION OR SUBSTANTIALLY IMPROVED STRUCTURES ON OR AFTER i BRICK NOVEMBER 16, 1990, IN DESIGNATED COASTAL BARRIERS. 1.B NATURE CONSERVANCY w FLAG \ / 0g- PREPARED IN ACCORDANCE WITH THE MINIMUM 4 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 3BY THE L.I.A.L.S. AND PPROVEU AND ADOPTED N X FOR SUCH USE B N�M YpRK,STAT LAND po E 2.2 TITLE ASSOCIATI N. p ° a3 �, �AF� } At p _ — Y— FLA C) FLAG 7.9 p Z aV) LANDWARD EDGE OF TIDAL WETLANDS \ AS FLAGGED BY EN—CONSULTANTS, INC. ..,: .� CDC N / ON MAY 30, 2003 1 1_7 • 1 f OF F b �I M�DOW all. 1 N ° - FWOo°49'4p FLAG N.. N:Y rrS . Lic. No. 4966828V (F all, — h UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF FOUND ■ �� W 2S , O SECTION 7209 OF THE NEW YORK STATE Nathan Taft C o r w n S $3°58 339 .Q $ CONC. MON. EDUCATION LAW. 29• III vV' v41, �Mp MAP NOT BEA THOPES OEILANDFS RIVEYO SE THS INKED SEAL RRING Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED Y TO BE A VALID TRUE COPY. Oo N 7D° CERTIFICATIONS INDICATED HEREON SHALL RUN- ONLY o CJJ 4 9 C J9 ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. 24.0 J WIS PREPARED, AND ON HIS BEHALF TO THE - Joseph A. Ingegno L.S. 1 TITLE COMPANY, GOVERNMENTAL AGENCY AND ZIP LENDING INSTITUTION LISTED HEREON, AND Title Surveys Subdivisions Site Plans Construction Layout Z TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT I MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 37-087-1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ft-1INCh, 1:��k 51�(dL fAIVN�L�_4 l"Jo 'w b. Intended use and occupancy 140,A3 `2-:S-W 0V3aIAtZCQ_ W/ 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 dwe 11' 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 io Rear Depth 14"Z4'L Height Number of Stories Dimensions of same structure with alterations or-additions: Front Dear Depth Height Number of Stories 8. Dimensions of entire�new construction:Front r.-I'�a Rear 6iila 0 Depth Height Vis® Number of Stories a 9. Size of lot:Front ok� Rear CJ Depth j 10. Date of Purchase A%(Q IA9, 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 X. 13.Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES NO 19—W 14.Names of Owner of premises W�Crot.6 tSkT64A Address 50' ' 1Phone N&'N 611•nom Name of Architecttf .ills Address_ Phone N 6� Name of ContractorWM*XK1 rr l Address Si ;,—MAV2�� Phone No 6"%2 �?. e,— ✓,:!-�- CL 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? `YES X, 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 X NO MJF 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 OF GUVFb!�r, WMA being duly sworn,deposes and says that(s)he is the applicant (Name of individuals boning contract)above named, (S)He is the (! i� (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 bbefor me thi ` s ay of ge,,Oa-�b e- 20 1 SOON Notary Public Notary Public-$tate of New York -Signature Of llcant NO.01Rd6309781 Qualified in Suffolk County My Commission Expires Aug 18.2022 a ,qy�+,.�i si "t;r ,a`` a ,+• y. ��~ awe a♦ a e3 �. ,7'a ♦o°i st a 9° ,��o'a'o"✓• ".- - Fr P� ,BOARD OF SOUTHOLD TOWN TRUSTEES ` SOUTHOLD,NEW YORK . PERMIT NO.9282 DATE: JULY 18,2018 _ a �, ry -, ISSUED TO: NICOLE LEITCH (� PROPERTY ADDRESS: 1950 CLEARVIEW AVENUE, SOUTHOLD SCTM# 1000-70-10-27 ';, , '®a AUTHORIZATION b a 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 July 18, 2018, and in '- °°- consideration of application fee in the sum of$250.00 paid by Nicole Leitch and subject to the Terms and Conditions as stated in the Resolution, the Southold,Town Board of Trustees authorizes and permits thefollowing: Wetland Permit to demolish and remove existing one-story,2,328sq.ft.single-family dwelling z a with 656sq.ft. deck; construct new two-story,single-family dwelling(1st fir. 1,785sq.ft. &'2nd a 4daed flr.1,175sq.ft.)with attached 358sq.ft.garage;-385sq.ft.wrap-around porch; 170sq.ft. screened porch; and 685sq.ft.stone patio; abandon existing sanitary and install new sanitary system landward of dwelling; and install gutters to leaders to drywells to contain roof runoff,and in e=- accordance to Chapter 236 of the Town Code—Stormwater Management; and as depicted on ` the site plan prepared by Frederick R.Weber Architect dated June 11 2018 and stamped F, approved on July 18,2018. :r IN WITNESS,WHEREOF,the said Board of Trustees herebycauses its Corporate Seal to be affixed, ~E" rp and these presents to be subscribed by a majority of the said Board as of this. ►ob r •Rd o�O ��® - Yui i��1%2. � /^�� �, d~4 1 Q a'l ,� cog �1,� �� — „-_ L psi ^� '1l. 1 r �st 'Y 'ili l;! �.E�,v �'a. �.,�'i r � � 11 • x}- m�.- \, �� o� '°��d ::��'._ °',:. ll i A°.: z. ,.,°•i: b AAa. �,,a+ �asr- — :B 4 AAeAes� _ "t,.aa4{ °,I°' '.fie,6 0.b r i r TERMS AND CONDITIONS The Permittee Nicole Leitch residing at 1950 Clearview Avenue Southold, New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. 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. Glenn Goldsmith, President %V S�(/ry Town Hall Annex Michael J.Domino ,`O l4 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III #[ Southold,New York 11971 A. Nicholas Krupski N G @ Telephone(631)765-1892 Greg Williams �� (Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1759C Date: September 25,2020 THIS CERTIFIES that the demolition and removal of existing one-story, 2,328sq.ft. single-family dwelling with 656sq ft deck;construct new two-story single-family dwelling(1st flr. 1,785sq ft &2nd flr 1 175sq ft)with attached 358sq ft garage;3S5sq f1.wrap-around porch-, 170sa ft screened porch• construct a 685sq_ft wood deck in lieu of the originally proposed 685sq ft stone patio so as to allow an existing tree to grow througha hole in the deck:abandon existing sanitary and install new sanitary system landward of dwelling;and install gutters to leaders to drywells to contain roof runoff, and in accordance to Chapter 236 of the Town Code— Storinwater Management.- At 1950 Clearview Avenue, Southold Suffolk County Tax Map#1000-70-10-27 Conforms to the'application for a Trustees Permit heretofore filed in this office Dated June 14,2018 pursuant to which Trustees Wetland Permit#9282 Dated July 18, 2018,was issued and Amended on September 18,2019 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition and removal of existing one-story,2 328sq ft single-family dwelling with 656sq.ft.deck, construct new two-story, single family dwelling(1st flr. 1,785sq ft &2nd flr 1 175sq ft)with attached 358sq ft garage-, 385sa ft wrap-around porch,• 170sq ft screened porch; construct a 685sq.ft.wood deck in lieu of the ori ig naRy proposed 685sq ft stone patio so as to allow an existingtree ee to grow through a hole in the deck: abandon existing sant=and'install new sanitary system landward of dwelling, and install gutters to leaders to drywells to contain roof runoff,and in accordance to Chapter 236 of the Town Code—Stormwater Management. The certificate is issued to Nicore eeitchowner ofihe aforesaid—pro" P I't3'•e ----- --�- - - -- - NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04680 PERMIT -----_-- - Under the Environmental Conservation Law (ECL)--- Permittee and Facility Information Permit Issued To: facility: NICOLE LEITCH LEITCH PROPERTY 1950 CLEARVIEW AVE 1950 CLEARVIEW AVE{SCTM## 1000-70-10-27 SOUTHOLD,NY 11971 SOUTHOLD, NY 11971 (917) 887-9039 Facility Application Contact: JMO ENVIRONMENTAL CONSULTING PO BOX 447 QUOGUE,NY 11959-0447 (631) 653-0607 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Deference Point: RTYTM-E: 716.3513449561731 NYTM-N: 4547.50474430158 Latitude: 41°03'00.1" Longitude: 72°25'32.4" Authorized Activity: Demolish existing single family dwelling; abandon existing sanitary system; construct new single family dwelling with accessory structures; install new sanitary system; and construct pervious driveway. All work,shall be done in accordance with the plans prepared by Frederick R. Weber, last revised 3/29/19, and stamped 'NYSDEC Approved' on 4/24/19. KLL -�. Permit Authorizations Tidal Wetlands -Under Article 25 'Permit ID 1-4738-04680/00001 New Permit Effective Date: 4/24/2019 Expiration Date: 4/23/2024 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:LAURA F STAR, Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: _ � `- Date '�-/._� j` Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04680 -- Distr°ibuti®n hist�-- - - -- ---- -- - -_ ---_--� JMO ENVIRONMENTAL CONSULTING Bureau of Marine Habitat Protection File Permit Components ^i '.NIATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS -Apply to the Following ; t Permits: TIDAL WETLANDS 1. Conformance With dans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Frederick R. Weber, last revised 3/29/19. 2. !Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. 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. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the pernutted activities. 6. install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. Page 2 of 6 NEW YORK STATE DEPARTMENT OF E\VIRONME\TAL CONSERVATION � Facility DEC: 1D 1-4738-04680 7. Straw bales or Other A row of staked straw bales or approvable erosion control devices shall be placed as per the'.,\YSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 8. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 9. 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?_TYSDEC 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. to. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 11. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 12. 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. 13. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department(permit, modification, amendment). 14. 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. 15. 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. 16. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 17. 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 as per the approved plans, last revised 3/29/19. Page 3 of 6 NEW YORK STArE DEPAR'I':1 ENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04680 18. 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. N o claim shall be made against the State of New York on account of any such removal or alteration. 19. 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. 20. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injuiy to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 21. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Departrnent of , Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. _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 SADA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all tinges 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. Page 4 of 6 NEW YORK STATE DFPARTMENTOF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04680 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,NY 11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; 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 Ao Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to inderruiify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in com-iection Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-04680 with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the�ew York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Perrnittee'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 cavy out the activities that are authorized by this permit. Item.D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in,a person not a party to the permit. Page 6 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY, Stogy Brod.50 G-cle Roac Story BFcck.NY 11790 P:(631)444-0365 l F:(631)444-0360 -w.%--j-4 dec.ny.gov PERMIT MODIFICATION August 16, 2019 Nicole Leitch 1950 Clearview Avenue Southold, NY 11971 Re: Application #1-4738-04680/00001 Leitch Property— 1950 Clearview Avenue SCTM# 1000-70-10-27 Dear Ms. Leitch: The Department of Environmental Conservation (DEC) has reviewed your request to modify the above referenced permit in accordance with the Uniform Procedures Regulations (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 is hereby modified to authorize: © Construction of a wooden deck instead of the previously approved bluestone deck All work shall be done according to the plans prepared by Frederick R. Weber, last revised 7/8/2019, and stamped 'NYSDEC Approved' Modification on.8/16/2019. , This letter is a modification to the original permit and must be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Sincerely, Laura F. Star Permit Administrator M. JMO Environmental BMHP File NEdYYORK Departmentof STATE OF orronTut+FrT Environmental Conservation 5�� g// -3 ),� - Seott°A. Russell ,��°Suck STO]R.IWWA TIEIR� SUPERVISOR � 2 ��[A\1�A\G]EM]EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWINCr Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑a B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. []JR C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ja E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date /gypDntnct NAME 7<�) -A_0 ia U, Section Block Lot *N **** FOR BUILDING DEPARTMENT USE ONLY**** Contact Information �� Reviewed By: Date: /3 Property Address/Location of Construction Work: — — — — — — — — — — — — — — — ,��� Approved for processing Building Permit. Stoi eater Management Control Plan Not Required. �.Y. tormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.": 1000 CHAPTER 236 (Property Owner,Design Prolessional,Agent,Contractor,Othe) `(o Vo 21 Stormwrater Management Control Plan CHECK LIST Sect nn BlockLor S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. IMfie fY1M Dater * The applicant must pi-o\ide a Complete Explanation and/or Reason for not providtng all Information that has been Required by the following Checklist' a 3n.iwrt e'aarax—i"— NumTn I. A Site Plan drawn to scale Not Less that G0' to the inch MUST YE NO NA if You answered No or-NA to any Item, Please Provide Justification Here! Show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-MCM. Cl. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minhnttn,2 Intervals) g. Location of all existing & proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed st•uctul•es. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Atea(s), I. Location of proposed concrete washout area(s). m. Location of all ro xn,;ed erosion&sedunenl control measures. 2. Stormwater Management Control Plan must include Calculal Ions showing that the stormwater i nprove rents are sired to capture,store,and Infiltrate on-site the run-off from all Impen IOUs surfaces generated b) a two(7)inch rainfall/slot in event. 3. Details&Sectional Dra%%Ings for stormh\ater practices are required for approval. Items requiring details shall Include but not be limited to: a. Erosion& Sediment Controls. b. Construction Entrance& Site Access. U tra �tZliY C. Inlet Drainage'Structures (e.g.catch basln,%trench drams,etc.) d. Leaching Structures (e.g.infiltration babuns,swales.etc.) FOR ENGINEERING DEPARTMENT USE ONLY° "* Additional Information is Required. Reviewed & ! Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan Is Complete. Date: I ® SMCP has been approved by the Engineering Department.,, FORM " SWCP Check List -TOS MAY 2014 S11FFBUILDING DEPARTMENT- Electrical Int %Aa 2020 ��0 chi TOWN OF SOUTHOLD - Town Hall Annex - 54375 Main Road '-�PO,B.1179'J .a. • Southold, New York 11974=0959 0 1p� Telephone (631) 765-1802 - FAX (631) 765-9502 roper.richert(cD_town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: IGzITli- Date: -/3- Company Name: —,�,,, , (e(�? f QC Name: JCS t 71-+ License No.: 7 yogl ht, email: Address: 13.10 lCr: Y� o So u_rf-40t Phone No.: 631 - S_ JOB SITE INFORMATION: (All Information Required) Name: ,-� Address: To C(&-og y vt;'- Soclzwoco Cross Street: Phone No.: 63( - BIdg.Permit#: 100 V email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Zoao Circle All That Apply: Is job ready for inspection?: OYE / NO Rou Final Do you need a Temp Certificate?: / 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 Request for Inspection FormAs FOL 'BUILDING DEPARTMENT'- Electrical Ifi 2020 TOWN OF SOUTHOLD Town Hall AnnEix 7 54375 Main Road 1 Southold, New York 11971-0959`• - Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: 1<tr I Tl+- Date: 3,,20 Company Name: L Name: License No.: zVog/ email: 441 ,,A, eas boo •C.,44 Address: 13JO I&AA&YI A9 , S'0uTYc1Q ,Phone No.: JOB SITE INFORMATION: (All information Required) Name: e/T-C Address: C-te-42-V V(,- Cross Street: Phone No.: 6317 Bldg.Permit#: q q� email: ,Tax Map District: 1000 Section: Block: Lot* BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply:' Is job ready for inspection?: CYE / NO Issued On/ NO Rou Final ES Do you need a Temp Certificate?: Temp Information: (All information required) Service Size I Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -overhead W Underground round Laterals 1 2 H Frame Pole Work done on Service? Y N Additional fn—formation: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs PERMIT# I dr I � Switches n Outlets 4 GFI's L`. 01-1 111 _ � ..,.•- i Surface Sconces HH's UC Lts f 0,, ! Fans Fridge I I HW Exhaust Oven ) Dryer �f-t Smokes �- QW ( � - Service Carbon _ Micro I Generator Combo I Cooktop 1 Transfer AC AH Mini Speciall)k�j(�j � t (�;•d ' './�� Comments "end� (2� i O��g�fFOl,�coG BUILDING DEPARTMENT-Electrical Inspector yl TOWN OF SOUTHOLD o _ Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 'yfj0� �ao� Telephone (631) 765-1802-FAX(631) 765-95 2 Temporary Certificate # 2 Date 1 2 2020 Customer Name L rsi17CM Electrician Name LATfMtJM QST '5LX-6t-Pt Address 1 115 &.w.*12v/EW AVC Phone Gr gyZy e-mail e-mail INt! T `U Yitttod Phone 6 G5 qk q License# 0.91 _ M� Size 4 A Phase�_Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is v,!' or 90 from the date abov Authorized by ------ A01% Town Hall Annexes Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE•CONSTRUCTION, PRE-ENGINEERED MOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: �A�couy, Location of Property: _ Please take notice that the (check applicable line): >< _ New commercial or esidential tructure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): X, Floor framing, including girders and beams (F) Roof framing (R) Flo and roof f ming (FR) Signature: Name (person submitting this form): 1V� . Capacity(check applicable line): Owner _ Owner representative TrussReg15.docx Effective 1/1/2015 -VOLK COptV WA?'FR AUTI.10 `t 4060 Sunrise Highway, Oakdale, New York 11769-0901 September 18, 2019 rachel@nfwoodworks.com RE: 190 CLEARVIEW AVE, SOUTHOLD To Whom It May Concern: On September 17, 2019, our representative confirmed that the water services were physically disconnected at the above referenced location. Please advise your contractor that care should be taken not to damage the existing vault and /or curb box, as the cost of any repairs would be billed to the premise and no service initiated until the balance is paid. Sincerely, Lisa Cetta New Construction Manager LC/db c� l SEP 1 8 2019 ®rill 9/11/2019 NICOLE LEITCH Service To: 1950 CLEARVIEW AV 1950 CLEARVIEW AV SOUTHOLD,NY 11971 SOUTHOLD,NY 11971 Customer Project#:900000097627 Dear NICOLE LEITCH: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the properly boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate (NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Carolyn Mackin—Manager Building&Renovation Services PSEG-LI f G�CSoD[ G�OC��{ 41 EAST MAPLE ROAD, GREENLAWN. NY 11140 ROBERT 52 NOYACK PATH, WATER MILL. NY 11914. WEBER (631) 754-555 ARCHOTECT September 11,2019 RE: LEITCH RESIDENCE 1950 Clearview Avenue,Southold,New York SCTM#1000-70-10-27 Southold Building Department: As architect filing for the demolition of the existing house at 1950 Clearview Avenue, I can state that there is no gas service to the house. Thank you. -V VcK 4� Very traly yours, FRE ERICK R. WEBER,R. l A l Bunch, Connie From: Rachel Terry <rachel@nfwoodworks.com> Sent: Tuesday, September 29, 2020 1:21 PM To: Pontino, Susan; Bunch, Connie Cc: Rachel Terry Subject: 1950 Clearview Ave Attachments: 9-29 C of C trustees.pdf Hi Ladies, Hope you're both well. I received the C of C from the trustees for the Leitch residence, 1950 Clearview Avenue, Southold. BP#44208. I was unsure of who is doing the C of O's so I figured send it to both of you and it would be get to where it needed to go. If you could confirm receipt,that would be great. Thanks! Rachel � 0 Rachel Terry Office Manager North Fork Woodworks, Inc. PO Box 1407 Southold NY 11971 Tel: 631.298.7900 Fax: 631.298.7899 rachel @ nfwoodworks.com i J - ...........................•...................................... ..................... .. SMHS STAMP FIN. FL. EI +11.0' .1 EI +9.0' C.I. COVER CRAWLEI +8.3 TO GRADE SPACE ' 1/4" Per Ft EI +�.8" I' MIN. MMAX. EI +1.8' INVE Pitch) 1/8" Per Ft bo �C90 '0 _ EL +1.3' INVERT Pitch) ��� ��� „p R EL +4.8' 1000 GAL. DISTRIBUTION LEACHING 0 �® e .'� SEPTIC TANK INVERT INVERT Poor �{�x2') N ����v r, EL +4.3" EL 4.0' POOL (8' x2') a �` BOT. MINIMUM DISTANCE 1 EL +4.0' TO GROUND WATER N \�� a � �� 8' 8' 8' 8' EXPECTED HIG GROUND WAT ------------------r----------------- --------------- ---------- ER MAINTAIN THE FOLLOWING CLEARANCES: SANITARY SYSTEM SANITARY TO PORCHES: 5' PROVIDE A NEW SANITARY SYSTEM SANITARY TO PROPERTY LINE: 5' FOR A MAXIMUM OF (3) BEDROOMS SANITARY TO WATER LINE: 10' SANITARY TO ON-SITE DRYWELL: 10' SANITARY SYSTEM: WATERLINE TO DRYWELL: 10' 1000 GAL. SEPTIC TANK (TRAFFIC BEARING) W/ C.I. COVER TO GRADE (5) 8'(0 x 2' DEEP LEACHIN W/ TRAFFIC BEARING CO ERSS'UIsPQLI� COUNTI DEPAR—IMENT OF �EALFI$SOERVIC�S SINGLE FAMILY W/ PUBLIC DFOR APPROVAL OF CONSTRUCTION FOR A WqWELLING PERMIT TER SINGLZ FAMIVI RESIDENCE ONLY SINGLE UI/ PUBLICY ATELLI NG JUN 1 4 2019 DATE APPROVED X*A.?, FOR MAXI? I% OF I�IaDRO®N[9 FOR : ... ...... ......... ........ .... e A I�VjE W --------------------- ' A •� E?CF[RE��'i�Yli '. Y�.:�RS �"C:t71� ®A�'E D� �1�. . .. . .. . ... . ri - r CLIC WATER ING CE or PA ,i +72+ Abodoment of existing sanitary system must in il,� +78 hL +7/ S g1 tW XIST.ING „� conformance with department requirement Submit X +a+ 06 _ 30„1E WATER $&�D�elt�form As i1 `, +73 100• , ,�'x+79 ir7r1 , r PROSEDA - 7 tyl Trench +7o i �- an I 7,j SYSTEM E !4-s i -Cl- s'i . Exp ,5'+s 9e �?JPI NEW N 11 /Y1`_��•- 1 +7 x 7 DRIVEW AYNE Y i DRb j 39$77' 1 `,1,- I �-� �tl I Exp LP-,4'�:_�>7EST � 1 S�� ' I 1 8 N TEST HOLE DATA 7 B B1 -rte 7 s p�.o �� R E �o / McDONALD GEOSCIENCE w •l R I I' 4_ORy pm ® 7 APRIL 20, 2018 EL gRCF( i i 7>GARAG +s EL +4.8' VAOANT 405 REAk�7r 1 to' ` -"`-may to ®'S•- I DARK BROWN LOAM OL 1®� 1 s BROWN SILT ML &\1 R EN �0� n I �'-8 3' PALE BROWN GARAG SP \ `1\ POR i9 1 BE©RO12E►�1 FNS -STORY 5.2' FINE SAND \\ ---------r ++e A ` it 5' 8.3' FL 4AVO I - a i i� R44 E 12.0' .4 WATER IN �f i PALE BROWN FINE SAND r, c ` I 1-STORy fO { i R2 w e ` V --------------- `, ABA\ N �� ��� 30.7` . r79 7 13, EXIST SANITARY G i COASTAL BARRIER - � `� x +,z <~�` STONE IDENTIFIED 11-16-90 �A�N _ I —PATIO...— _ —.— . ------ �.—.—. .\ �. - 8 EL r 10.5• Z \ Xu56 - - - 1 .5 o tGOQ �*F'"° % +42 °' .�;� o�Ik _u PROPERTY OWNER: tANowAaoEocE RAC ' - A. z40 = NICOLE LEITCH C�'j M"3'10.�j'-CCNSLLTANTS,INC +33\\\ . _ -' ------------ -�'�' ZONE X Uj4 -a SITUATE: SOUTHOLD ` \ ZONE AE (E1- 6) I �� _ TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK FLAG .41 SURVEY INFORMATION: AL LJ ` +21 `\ - NATHAN CORWIN, LAND SURVEYOR r �1 JAMESPORT, NY 0 I +35 _ SURVEYED: JUNE 3. 2003 1 \ x -----4 LAST UPDATED: APRIL 12, 2018 AL ELEVATIONS REFERENCED TO N.A.V.D. 1988 DATUM +f s +2 1 p \\ LOT NUMBERS SHOWN THUS: LOTQI REFER TO MAP OF SMITHFIELD PARK Z AL AIL 1, FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY I BRICK ON DECEMBER 21, 1944 AS FILE NO. 4110 cr NANRENCON ERVANCY -- ---- SCTK:t 1000-10-10-21 6S XU39 --•3 1' TOTAL LOT AREA: 23,051.84 S.F. WETLANDS AREA: 1982 S.F. _ P +12 3 BUILDABLE AREA: 21,010 S.F. LANewAHo mce a twA�wenANos9 O AS FLABY EN. J4' +17 `\ N 8 .�- M FUG �\ _ EXISTING CONTOUR ilkO 8 ..... .. , 1s �\` AL - ` REVISED CONTOUR c N ?,S N-2 8 �� NEW CONTOUR -- A +19 24.3,91 40'� W SS f AL °�` AL S 83 58'39 � ?Sgs�s1 AL SITE PLAN NORTH 29.66' 1,, = 30'-0” 8 4 G®®� N 7 ]S„ W v 4OROERIMAPLE WEBER, ARCHITECT \ �4y1 4ERDA /T GREENLAWN, NEW YORK 11140 - P , - - 431 154-5555 i� � T-i fweberarchltectsphoo.com IUN IJUNE JUNE 11, 2018 0a >g ' - �l T'3, 1I �: SURVEY OF: PROPERTY LOCATED AT SOUTHOLD _ TOWN OF SOUTHOLD ,'� ':;°F "?"`-r`' °- SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1088-70-10-27 �. .� AREA = 23,052 SF. NOV 1 2 2019 SCALE: 1"=30' NOTE: THE EXISTENCE OF RIGHT OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD ''° �"3 ^' `t '�'' s` ° IF ANY, NOT SHOWN ARE NOT GUARANTEED. L1 N 78041'25"W 24.01' L2 N 55021'05"W 25.46' L3 S 83°58'39"W 29.66' L4 N 75039'40"W 24.86' ELEVATIONS REFER TO 1988 NAVD CI,EA I�l VIE W A VENU E _ S 8106'30„E CONC. 100.00, MON. CONC. TG MON 398.7 15.3' ss m 20.s r 0 � rn 28.2' 4.5 CONCRETE FOOPOp�N m C m ui H v FOUNDALn T TION EL 9.0 'z ~ B.3 120 eb ra m m W LAND N/F 0 - 30,8 C TIMOTHY N r7 -- --_ _ _ L-E-T-TCH— Cfl N - -- O CN O O L-0 z N .- (o O � C) N LAND N/F ANGELA RADOVIC L4 L3 L1 co 0 GOOSE CREEK °4AN3 � SURVEYED BY: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PAUL B A R Y L S K I LAND SURVEYING OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. P A T C H O G U E N Y 11 2 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. PHONE 631-294-69E35 GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO FAX 6 31-6 2 -318 6 THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. P A U L B A R Y L S K I®Y A H O O.C O M OCTOBER 5, 2019 10-31-2019: FOUNDATION LOCATION 3855-FND 1 RIS -1 � - 006 SURVEY OF: PROPERTY LOCATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLKCOuNIYDEPARTIME 1-r SUFFOLK COUNTY, NEW YORK n QFHEAeTHSERVICES S.C.T.M. # 10��-�0-1�-2� APp�ci�!Ao r;,, orSr, ;1GTE.,�uvi�oRK�Ft��; AREA - 23,052 S F. No 1 uIP�Gi i�r= CrcSl0EN SCALE: 1' =30' Date ZOZO The Inspected s'Napo c^•a mal am iZf NIS��03:1 a andlor wrt fieG c t. on haee been NOTE: THE EXISTENCE OF RIGHT OF WAYS, �y•1•• ansae;ICerott,er �e,2ciz3ar9dfoun�B® WETLANDS AND/OR EASEMENTS OF RECORD besaGstac:oryFOR AWIAXI,.7IUM�F ,_ SEDROO S'. IF ANY, NOT SHOWN ARE NOT GUARANTEED. ��---�— L1 N 78 '41'25';W 24.01' Craig Knepper, P.E., Chief L2 N 55021'05W 2 5.4 6Office of Wastewater Management L3 S 83058'39"W 29.66' L4 N 75039'40"W 24.86' ELEVATIONS REFER TO 1968 NAVD NOTE: WATER SERVICE ANDT �i _ SEPTIC SYSTEM LOCATION CLEA A BY OTHERS B.O.H. REF. No � rj � '•� SEPTIC LOCATION `4 A' ..131. GRAVEL S 81006'30 1oo6a » 1 � NOV 1 8 a RA VEL 3 0 E 20 S.T. 22.8' 22.6' wDRIVE 100.00, LP 43.5' 21' CONC. :F', -T MON. COMMUNITY NUMBER 'm TOWN OF SOUTHOLD WATER s`�5 CONC. 360813 SERVICE U MON. 3g8 1 ..Y 77 LP O m O ST j J '� O D.W .<Wr1' BRICK g3 D.W. B• CVO PORCH A 15,3' Z/1 O ' M 350 co20 5 t'4 28.2' 4.0 v 2 STORY SHOWER 20 2, FR. RES SCREEN PORCH m 12.1 _ eb - — --- -- (�J - --� LAND N/F c) \ D.W. 3e's I C TIMOTHY N I") LETTCH ; c� \ BRICK oY 0'• 3 co N o u 0 O NO so ow OC . Z \ 6 N � CID \ FEMA ZONE to � clq LAND N/F (n \ ANGELA FEMA ZONE RADOVIC AE 6.0 lA. L3 Ll +� A5O78Z J� tAND 0 GOOSE CREEK SURVEYED BY: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PAUL B A R Y L S K I LAND SURVEYING OF SECTION OF THE NEW YORK STATE EDUCATION LAW. PATCH 0 G U E N Y 11772 COPIES OF THISHIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED °°400D OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE qPY' PHONE 631-294-6965 GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN LS o� o� THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BAI �� a �� FAX 631-627-3166 THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITCrYdLISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING 6y ITUTIO GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TOTADDIT ONe k0 o' INSTITUTIONS OR SUBSEOUENT OWNERS. �(�, ' ©�O P A U L B A R Y L S K I®YAH 0 0.C 0 M OCTOBER 5. 2019 10-31-2019: FOUNDATION LOCATION 3855-FINAL �A�9�V 9-8-2020: FINAL SURVEY REScheck Software Version 4.6.5 Compliance Certificate Project Leitch Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,008 ft2 Glazing Area 26% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1950 Clearview Ave Tim &Nicole Leitch Frederick Weber Southold, NY 11971 1950 Clearview Ave 631-754-5555 Southold, NY 11971 fweberarchitect@yahoo.com 631-765-8686 Compliance- trade-off Compliance: 7.3%Better Than Code Maximum UA: 601 Your UA: 557 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 1,903 30.0 0.0 0.034 65 Wall 1:Wood Frame, 16"o.c. 2,782 27.0 0.0 0.051 100 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 809 0.300 243 SHGC: 0.30 Door 1:Solid 20 0.350 7 Wall 2:Wood Frame, 16"D.C. 302 19.0 0.0 0.060 17 Door 2: Solid 20 0.350 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 115 30.0 0.0 0.033 4 Crawl 1: Solid Concrete or Masonry 1,788 0.0 13.0 0.064 114 Wall height: 3.5' Depth below grade: 2.0' Insulation depth: 3.5' 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 designe eet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements lis ed in the eck Inspection Checklist. Name-Title Signature Date Project Title: Leitch Residence Report date: 07/10/19 Data filename: Z:\In Progress Jobs\1950 Clearview Ave\1950 Clearview Ave.rck Pagel of 9 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• t Value Value Complies? Comments/Assumptions '& Req.ID 103.1, Construction drawings and ❑Complies :Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1)1 energy code compliance for the 0 j building envelope.Thermal ❑Not Observable ; E envelope represented on I. ❑Not Applicable (construction documents. ; 103.1, ,Construction drawings and ❑Complies ;Requirement will be met. 103.2, Edocumentation demonstrate ❑Does Not 403.7 lenergy code compliance for ; [PR3)1 ;lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable ; dwelling units must demonstrate compliance with the IECC ; Commercial Provisions. I 302.1, I Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 403.7sized per ACCA Manual S based Btu/hr 1 Btu/hr ;❑Does Not [PR2J2 on loads calculated per ACCA ; Cooling: Cooling: J Manual J or other methods Btu/hr Btu/hr ❑Not Observable i I approved by the code official. :❑Not Applicable 1 Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 12'1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Leitch Residence Report date: 07/10/19 Data filename: Z:\In Progress Jobs\1950 Clearview Ave\1950 Clearview Ave.rck Page 2 of 9 Section Plans Verified Field Verified # ' Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.2.11 ;Unvented crawl space wall R- ; R- ;❑Complies ;See the Envelope Assemblies [FO7]1 iinsulation R-value. E❑Does Not ;table for values. R- R- I ; ;❑Not Observable ❑Not Applicable 303.2 ;Unvented crawl space wall ; ❑Complies ;Requirement will be met. [FO8]1 Hnsulation installed per ❑Does Not v I manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.11 ;Unvented crawl space continuous ❑Complies :Requirement will be met. [FO9]1 vapor retarder installed over ❑Does Not u !exposed earth,joints overlapped !by 6 in.and sealed,extending at ❑Not Observable 1 least 6 in. up and attached to the []Not Applicable wall. 402,2,11 ,Unvented crawl space wall ; in. ; in. ;❑Complies ;See the Envelope Assemblies FO10 1 insulation depth of burial or ; ;table for values. [ ] p ❑Does Not distance from top of wall. i ;❑Not Observable ; ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies ;Exception: Requirement is [FO1112 to protect exposed exterior []Does Not not applicable. �J insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable ; 403.9 Snow-and ice-melting system ❑Complies ;Exception: Requirement is [FO12]2 controls installed. ❑Does Not not applicable. U []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: Leitch Residence Report date: 07/10/19 Data filename: Z:\In Progress Jobs\1950 Clearview Ave\1950 Clearview Ave.rck Page 3 of 9 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 ❑Does Not ;table for values. [FRl]1 v :[]Not Observable {❑Not Applicable 402.1.1, ;GlazingU-factor(area-weighted ; U- ; U- {❑Complies ;See the Envelope Assemblies 402.3.1, !average). ;❑Does Not {table for values. 402.3.3, 1 402.5 ' I ;❑Not Observable ; [FR211 ; ; ;❑Not Applicable 303.1.3 I U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 are determined in accordance ❑Does Not `'with the NFRC test procedure or !taken from the default table. ❑Not Observable ; { ❑Not Applicable ; 402.4.1.1 ,Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 !installed per manufacturer's ❑Does Not instructions. ❑Not Observable (' ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting ! ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC []Not Observable 400 that do not exceed code ❑Not Applicable ; limits. 402.4.5 'IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not land labeled to indicate:52.0 cfm I ❑Not Observable leakage at 75 Pa. ; ❑Not Applicable ; 403.3.1 :Supply and return ducts in attics ❑Complies :Requirement will be met. [FR12]1 insulated >= R-8 where duct is []Does Not V {>=3 inches in diameter and >= S ❑Not Observable R-6 where<3 inches.Supply and ! 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 ❑Not Observable l ❑Not Applicable 403.4' E HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 -above 105 OF or chilled fluids :❑Does Not {below 55 OF are insulated to>_R- l� {3 ; ;❑Not Observable ; Gi ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 :piping. ❑Does Not v ❑Not Observable ❑Not Applicable 403.5.3 ;.Hot water pipes are insulated to R- ; R- {❑Complies ;Requirement will be met. [FR18]2 1>_R-3. ;❑Does Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies !Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not !intakes and exhausts. []Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Leitch Residence Report date: 07/10/19 Data filename: Z:\In Progress Jobs\1950 Clearview Ave\1950 Clearview Ave.rck Page 4 of 9 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Leitch Residence Report date: 07/10/19 Data filename: Z:\In Progress Jobs\1950 Clearview Ave\1950 Clearview Ave.rck Page 5 of 9 Section Plans Verified Field Verified - # Insulation Inspection Value - Value Complies? : Comment's/Assumptions &,Reci.ID 303.1 ;AII installed insulation is labeled ! R ,❑Complies ;Requirement will be met. [IN13]2 Jor the installed R-values ❑Does Not provided. ❑Not Observable ; ❑Not Applicable 402.1.1, !Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not Mable for values. [IN1]1E] Steel ❑ Steel UNot Observable ❑Not Applicable 303.2, Floor insulation installed per r ❑Complies ;Requirement will be met. 402.2.7 E manufacturer's instructions and ❑Does Not [IN2]1 nn substantial contact with the log underside of the subfloor,or floor „t ; ` ° ' ❑Not Observable ; (fram ❑Not Applicable cavity insulation is in = � " r' PP , tcontact with the top side of !sheathing,or continuous ; n f insulation is installed on the underside of floor framing and extends from the bottom to the ] Itop of all perimeter floor framing ;members. ; 402.1.1, (Wall insulation R-value.If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, 1mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 Ewall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 ,exterior,the exterior insulation ; ; requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not r. [—]Not Observable ; []Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Leitch Residence Report date: 07/10/19 Data filename: Z:\In Progress Jobs\1950 Clearview Ave\1950 Clearview Ave.rck Page 6 of 9 Section Plans'Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ICeiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, E] Wood ;❑ Wood ;❑Does Not !table for values. 402.2.2, ! :❑ Steel ❑ Steel :❑Not Observable 402.2.6 I ; [FII]1 ! ; ; I❑Not Applicable ; I 1 1 1 I I I 1 I I 1 1 1 I 1 303.1.1.1,!Ceiling insulation installed per ❑Complies :Requirement will be met. 303.2 !manufacturer's instructions. []Does Not [F]12]1 !Blown insulation marked every []Not Observable 300 ftz. , I ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22]2insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ! []Not Observable ❑Not Applicable ; 402.2.4 Attic access hatch and door R- R- ;❑Complies !Requirement will be met. [FI311 I insulation>_R-value of the ;❑Does Not adjacent assembly, ;❑Not Observable ! ❑Not Applicable 402.4.1.2 I Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = !❑Complies :Requirement will be met. [FI17]1 each in Climate Zones 1-2,and PDoes Not <=3 ach in Climate Zones 3-8. 1 I ❑Not Observable ; ❑Not Applicable 403.3,4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [F1411 cfm/100 ft2 across the system or : ft2 : ftz :❑Does Not ; <=3 cfm/100 ft2 without air I :,[]Not Observable handler @ 25 Pa. For rough-in ; !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 ft2 ft2 ❑Does Not !either: Rough-in test:Total I : I leakage measured with a t❑Not Observable `pressure differential of 0.1 inch ; ;[]Not Applicable ; w.g.across the system including ! ! I I I 1 1 ;the manufacturer's air handler ; enclosure if installed at time of test.Postconstruction test:Total !leakage measured with a ; :pressure differential of 0.1 inch ! ! ! ! :w.g.across the entire system ;including the manufacturer's air ; :handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]1 :by manufacturer at<=2%of ❑Does Not ;design air flow, I []Not Observable 1 ❑Not Applicable 403.1.1 ',Programmable thermostats ❑Complies !Requirement will be met. [FI9]2 !installed for control of primary ❑Does Not I heating and cooling systems and !initially set by manufacturer to []Not Observable !code specifications. ❑Not Applicable 403.1.2 ,!Heat pump thermostat installed i ❑Complies ;Exception: Requirement is [FI10]2 �on heat pumps. []Does Not !not applicable. []Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies ;Requirement will be met. [FI11]2 systems have automatic or ; ❑Does Not accessible manual controls. ❑ 1 Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Leitch Residence Report date: 07/10/19 Data filename: Z:\In Progress Jobs\1950 Clearview Ave\1950 Clearview Ave.rck Page 7 of 9 Section Plans Verified. Field.Veirified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies ;Requirement will be met. [F[25]2 fans not part of tested and listed ❑Does Not IHVAC equipment meet efficacy E and air flow limits. []Not Observable ❑Not Applicable 403.2- Hot water boilers supplying heat ❑Complies !Exception: Requirement is [FI26]2 (through one-or two-pipe heating 1 ❑Does Not 1 not applicable. I systems have outdoor setback ; []Not Observable control to lower boiler water , ;temperature based on outdoor []Not Applicable I temperature. 403.5.1.1 Heated water circulation systems ❑Complies ;Exception: Requirement is [F[28]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 r not present.Controls for circulating hot water system pumps start the pump with signal j for hot water demand within the ; occupancy.Controls automatically turn off the pump t 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 I comply with IEEE 515.1 or UL ❑Does Not :not applicable. 515.Controls automatically I ; adjust the energy input to the []Not Observable heat tracing to maintain the []Not Applicable desired water temperature in the I ; piping. ; 403.5.2 I 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 ; ❑Not Applicable water supply pipe have a demand recirculation water ; Isystem. Pumps have controls that manage operation of the pump and limit the temperature ; !of the water entering the cold ; I (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. B55.1.Potable water-side ' ;pressure loss of drain water heat ❑Not Observable ; !recovery units<3 psi for ❑Not Applicable 1 individual units connected to one ; 1 or two showers. Potable water- Iside pressure loss of drain water ; 1 heat recovery units< 2 psi for individual units connected to 1 three or more showers. ; 1 404.1 :75%of lamps in permanent ❑Complies !Requirement will be met. [FI611 :fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 404.1.3 I Fuel gas lighting systems have i ❑Complies ;Requirement will be met. [FI23] Ino continuous pilot light. ❑Does Not v j ❑Not Observable ; ❑Not Applicable 1 lHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Leitch Residence Report date: 07/10/19 Data filename: Z:\In Progress Jobs\1950 Clearview Ave\1950 Clearview Ave.rck Page 8 of 9 Section plans Verified FieldVerified , # Final'InspectiorrProvisions Value "Value Complies?" Comments%Assumptions_ & Req.ID 401.3 "Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]2 ` t ❑Does Not ❑Not Observable - ; 11INot Applicable 303.3 ;Manufacturer manuals for ;, ❑Complies ;Requirement will be met. (FI18)3 ;mechanical and water heating a ❑Does Not i systems have been provided. r ❑Not Observable - • ' ❑Not Applicable Additional Comments/Assumptions: 1 jHIgh Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Leitch Residence Report date: 07/10/19 Data filename: Z:\In Progress Jobs\1950 Clearview Ave\1950 Clearview Ave.rck Page 9 of 9 I 2015 MCC Energy Efficiency Certificate Insulation,Rating, Above-Grade Wall 27.00 Below-Grade Wall 13.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Glass&Door Window 0.30 0.30 Door 0.35 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments TRUSS pLACARDING REQUIRED GY 0 R AT SITE DRAINAGE: - ,- "'i�.j k Tli" FREDERICK SIN U' DR AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) SINGLE rl -OIYRED 11 RT - ROBERT Uj/ PU8LMILIC "OUT CF Fiflir DWELLING (1) 8' Dia. x 3' Deep W/ 12�. cf uj,4-reR :-ED WEBER DRI Driveway 150 sf x AV Rain 124.6 cf & Traffic Bearing Top 0 C 0 U Pill,'i"!CY Driveway 265 sf x ILL' Rain 42.3 cf (1) 8' Dia. x 3' Deep wl 12(. cf SINGLE "ALr Z)UjZL MUST 'J/ PL16L.IC Uj,�Tj� L TR�I!- DR2 Garage, Partial House 404 sf x AV Rain 41.4 cf 109*1 cf Traffic Bearing Top DUELLING C.O.F01­, ARCHITECT (1) 8' Dia. x 3' Deep w/ t�,EET THE STORI DR3 Partial House 441 sf x .144' Rain 109.1 cf Traffic Bearing 126 cf Xes_I (,r.,,�)ES OF NE 11 WATER RUNOFF Top _Q .w RETAIN' r _:'ALTs OF Tt 'ISLE FOR PURSUANT TO CHAPTER 236 (1) 8' Dia. x T-6" Deep iu/ 'I)I f�1 t. FE'�F�N�S DR4 Partial House 544 sf x .164' Rain 903 cf Traffic Bearing Top 105.(. cf ERRORS. OF THE TOWN CODE. Dj:,.sjCN OR C(�\,IST RUCTION DIRE Partial House 544 sf x .144' Rain = 90.3 cf (1) 8' Dia. x T-6" Deep ujl 105.6 cr X 18�-4 Traffic Bearing Top Q'Ir PC t10Wdoor VIMICAL ltrQLnp M Partial House 544 sf x .164' Rain 90.3 cf M- 8' Dia. x T-0 Deep wl 106.�. cr 00. $14 k 8 ��-LZRVIE GLEF F'AI,1,Lr Z)WE�, ?j)(1 dtzctl# DR4 Traffic Bearing Top 90 'A AVEUJI PLIE30C UjATC DWELLING oric GU 0, OF PAVEA4ENT x+772 1;�72 TjE R greq111rCd. All exterior lighting House and Porch Roofs to have Gutters t Leaders Connected to Underground Drainage Structures (Tgp.) U71L installed,replaced or +8.5 - *ry OL, ..................... ::=:82.65' 2.,6 2T:#74 .......... 4724 ........... X 38 COMPLY WITH ALL CODE to Chapter 172 81 Ring: 42.25 cf/Ft of Height L NEW YORK STATE & TOWN CODES repaired shall conform NEW UNDER R &ELC'M BLOCK 4PR FOUND p 0 +7.8 V ELECTRICALSER I`Ci- - - 9P AS REQUIRED AND CONDITIONS OF C)f the Town Code +7,1 US 81 0 1 EXISTING SA ,Uj�" � BOUND HAY BALE X +8A 2's. 3 1z t.,j "'---- WOVEN 30 Z� R 70 z 6 PLACED ON CONTOUR 17.35' S 0 RAn. CE " 11E PU13LIC FILTER CLOTH AGAINST foNSTRUc-irl UJA TER -E - '10 -FIri Im TO-4mm-, W/ 2"X2" STAKES (1.5'-2' WOVEN WIRE FENCE W/ RANceo lz IN GROUND) DRIVE STAKES ELECTRICAL METER C_ OU +73 2"4"x34" STAKES, 12' OC ON PRESSURE TREATED out 0 oils,? 100. FLUSH W/ TOP OF HAY 7 It _,-9 8 0 SOU MDTOV�N TRUSTEES DRIVEN 14" MIN. INTO FRAIfE.CONFORM TO 7. 4 w PA REQUIREMENTS 0'CN.D TOWARD PREVIOUSLY LAID X (ELEVATION+9'MIN.) Trench Or In\ ow T 15N uok z_1 GRADE, EMBED FILTER BALE, ANGLE FIRST STAKE --- U /1+7. PRopO5ED# CLOTH 6" INTO GROUND +7.9 REMOVE EXISTING 7 NI RIq N.Y.S.RE OVERHEAD SERVICE 5'rs TE CONCRE: BALE TRAFFIC --,\ - # WASH It . \ - V- E -Ou NEU] GRAVEL BEARING Exp. It LP,S i+6.�X / P�� - Tan Pea VJ BARKING DRI vt: Gravel GRATE I (P 'U' y DRI 4 C,ER TIFICA TION It/ X 11 (P 398.77' I (Pervious)4� z '1 .... PIPE TRENCH X Ull FLOW :'Exp It ON LEAD CONTENT BEFORE DRAIN TO It LO C L�pj-FICA TE OF OCCUPANCY TEST -ro ; DRAINAGE RING Vj 77 0. 1 1 V.I Crushed HoL�j L SLOPE \\ 1; 1 I Stone Base SOLDER USED iN WATER U CV 0 5UPPLY SYSTEM CANNOT G EL +j.V -AD. .... ... EXCEED 2110 OF 1% LE 00 Gall ir4 Tank ul Propane CROSS SECTION I R Barred p 'n CROSS SECTION FACE VIEW 1 . ........r� .. 20, tI.Conc. -7 .... .. . . . . . .... . .. TRENCH DRAIN 6 DRIVEWAY LOT ARAG. Anchor,,, pad PLUMBli"4G HAY BALE t SILT FENCE DETAILS cA 'ON 6. ALL PLUMBING WASTE I 7-A;. ...... .... pence IT",=S VACANT LOT ...... 024 &WATER L NEED CONCRETE ....... 4------ Arl-nd 0 door, INN" ................... TESTING COVERING REAP�E. ............I......... shower L't TES71 1, G BEFO, COVER OR EX/S-nj� .. .... ....2-,�'&- - q TRAFFIC C.I. GRATE I-S-ro TO ..... . ... Hou Se I ...... . BEARING PRECASTQI�E S:iN 0. . .. . . . .... SLAB GARAC ........ A� 8" 1-21�8 -A DO NOT PROCEED NTH CONCRETE --i-- i__ ........... .......... ........ CHIMNEY ------------------ ....I.................. FRAMING UNTIL SURVEY C� 4 $ FILTER CLOTH AGAINSTsro . . . . .... ... .. ......I............ OF FOUNDATION LOCATION WOVEN WIRE FENCE W/ 16NNNNNN� RE 1%11.. ... . S, co HAS BEEN APPROVED. rem. 2x2 x36 STAKES, 12' OC 0 (6 -DRIVEN IC MIN. INTO . • .... .. DRAINAGE PIPE I GRADE, EMBED FILTER NI CLOTH C' INTO GROUND ( 8 Must provide Manuals I TYPICL Wl ... ... . . . .. D, J and S as per RAIA -V 7. 0 G,E 17 < 0 NYS Energy Code RING pl 4 0 COASTAL BARRIER IDENTIFIED 11-16-90 JO CK R F >I U or ----------------- RA Wood 8 FLOW 2' CLEAN SAND *Frame /..... /0.0, .0, R .0, 18T0110VT& E-15 in q DRAWING TITLE; GRAVEL FILL SLOPE F 8 5,6 L----------------------- +3.3 �O,-O­ I 3R 98. PROPERTY UJ N ER CIA 9 NICOLE LEI ; 40 X U5.6 5 SITE PLAN ZZI - o C) C) +2.4 1�2% ide) LL .0, << SITUATE: SOUTI­'OLD CROSS SECTION X \Q�a/ >- \0 AB D a KPI a -40 TOWN OF 50[jTI-1OLD To Le- +.5.9 TYPICAL SECTION DRAINAGE RING SILT FENCE DETAIL +A EXISTING IL z< SUFFOLK COUNIT"I', NEW YORK ------ -SANITARY __j_V < LU F- LL ZONE 1 0< LU SURVEY INFORNI-'s ! ON. FLAG 1 0 zw 2 Z Ac EL NATHAN CORWIN. LAND SURVEYOR STORM WATER POLLUTION PREVENTION ,Sk r 8,44 JAMESPORT. NY z \\ I - +4.1 SURVEYED: JUNE 3, 2003 CONSTRUCTION PHASING: LLJ X+21 +4.2 LAST UPDATED; APRIL 12, 2018 JOB: I- INSTALL HAY BALE/SIL7- FENCE. %.1 X ELEVATIONS REFERENCED TO N.A.V.D. 1988 DATUM 2- DEMOLISH EXISTING RESIDENCE t REMOVE EXISTING SANITARY. 0 43.5 LOT NUMBERS SHOWN THUS: LOTO REFER TO LEITCH 0 FLAG 2 X 3- CONSTRUCT NEW FOUNDATION t IST FLOOR FRAMING., BACKFILL. �! Ij MAP OF SMITHFIELD PARK RESIDENCE .4- INSTALL NEW DRAINAGE STRUCTURES. +1.4 IX+2,I FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 5- CONSTRUCT NEW RESIDENCE (0 1\ ON DECEMBER 21, 1%6 AS FILE NO. -4110 0 5'�DE VEGETATED1. 1950 CLEARVIEW AVE. 6- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. DRIVEWAY (PerVI01.115): NON-PISTURBANCE SCTNU 1000-10-10-21 SOUTHOLD, NY -1- RECONFIGURE DRIVEWAY. GRADE BELGIAN IN TAN PEA z BUFFE� TOTAL LOT AREA: 23,061.t3,4 S.F. 8- CONNECT DRIVEWAY TRENCH DRAIN TO DRAINAGE STRUCTURES. BLOCK GRAVEL SURFACE WETLANDS AREA: 2114 S.F. TOWN OF SOUTHOLD REMOVE SCTM# 1000-10-10-21 BRICK UPLAND/BUILDABLE AREA: 20,938 S.F. ...................................................... IN COMPACTED X+1.8 1 PA7`10 INSPECT HAY BALE/ SILT FENCE WEEKLY ED STONE L ;1't, CRUSH C, rn SITE AREA: 23,051.84 SF -- ---------- ---- BASE CONSERV ARCHITECT: DISTURBED AREA: 11,000 SF FABRIC MESH +,3.0 TOWN OF SOUTHOLD CONCRETE OiFTTINC, RFn (WEED CONTROL) X U3.9 LANDWARD EDGE OF TIDAL WETLANDS ZONING: R-40 (NON-CONFORMING LOT FREDERICK R. WEBER GLENN JUST S FLAGGED By FILL TO BE ADDED AROUND HOUSE AND OVER SANITARY SYSTEM OF J.M.O. CONSULTING ON 7/6/2018 VEGETATED 20.000 TO 39,999 SF) -41 EAST MAPLE ROAD FLAG +z.2 2_ii !OLC GREENLAWN. NY 11140 200 CY 0-, NON-DIS1URBANCE N.Y.S. D.E.C. 06 _'�L)A6_5_ +1,9x BUFFER 0 LOT COVERAGE: 20% (MAX.) 0 ROOFED FOOTPRINT: 2698 SF 52 NOYAC PATH REMOVE TOPSOIL OVER PROPOSED SANITARY SYSTEMS, STOCKPILE, < N REPLACEMENT DECK: 6-86 LOT COVERAGE: 20% (MAX.) WATER MILL. NY' 11914 CL RE-SPREAD OVER COMPLETED SITE. C14-4,e4 1L +1.7 Goo STOOP: 34 SF I X EXISTING 4 NEW DRIVEWAY ENTRANCES TO BE USED AS CONSTRUCTION ENTRANCES. 110* (3 (0 341-1 SF DECK (Wood): 685 -5 F TOTAL FOOTPRINT: 9TEL 1.31 154-5555 STAGING AREA: IN FRONT OF HOUSE C) '9T6`O­P--CSTf�- 9 f weberarchitectOgahoo.com X 0 LOT COVERAGE (PROPOSED): 1�.3% GARAGE APRON (Belgian Block): 3-4 SF /V -2 YARDS: (PRINCIPAL) TOTAL: -41� SF WOOD !��zb +1.9 35 SEAL:...... ... 3940 DOC,,, FRONT 40' LOT COVERAGE (PROPOSED): 16.9% 24.8 dL SIDE (ONE): 15' 6 (Note: Driveway is Pervious; wl SIDE (BOTH): 35' Tan Pea Gravel Surface) REAR- 50' FOUND < �A CONC. moN S 133 5839 FIN. FL. TEST HOLE DATA HEIGHT (MAX,): 35'. (2 1/2) STORIES AP 29.66 El McDONALD GEOSCIENCE FLOOD ZONE INFORMATION TAKEN FROM: INV APRIL 20, 2018 FLOOD INSURANCE RATE MAP No. 34103C0I64 H C.I. COVER N 7,9 ­_ �� : + E +9. 10 41 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED CRAWL /-TO GRADE 25 i"'._4 E L +6.8' SPACE El +83, 1' MIN. GOOSE ta 24.0 w ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD 1/1" Per, Ft El +1.8" 2' MAX. El +1.8' A? 1 WITH AVERAGE DEPTH OF LESS THAN I FOOT OR WITH DRAINAGE AREAS LESS THAN D AUG 19, 2019 r---------I DARK BROWN LOAN OLCR� I SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 15r, ANNUAL CHANCE FLOOD. 5toneTerrace AUG Z-2-619 1 1 1 1 1 1/8" Per Ft 00 INVER BROWN SILT ML o Wood Deck JULY 8, 2019 EL +1.3' Pitch) r I 1-1 COASTAL BARRIER LEGEND INVERT PALE BROWN 11-16-90 COASTAL BARRIER JAN 29, 2019 EL +6.8' 1000 GAL. TION LLEACHIN 0 FINE SAND SP SEPTIC TANK INVERT INVERT DISTRIBUTION POOL 00 5.2' FLOOD INSURANCE NOT AVAILABLE FOR NEW CONSTRUCTION OCT 2, 2018 EL 4.3" EL +4.0' L (8' x2') QTY. OR SUBSTANTIALLY IMPROVED STRUCTURES ON OR AFTER REV.: AUG 10. 2018 BOT. NORTH NOVEMBER IL, 1990, IN DESIGNATED COASTAL -BARRIERS, EL +4. TO GROUND WATER C14 PALE BROWN DATE: JUNE 11. 2018 01 MINIMUM DISTANCE 0 WATER IN SITE F) L A N El +2'-0" FINE SAND SCALE: I* - 20' 8) 8' 8' EXPECTED HIGH 1" 20'-0" ---------------------------------------------LI+ GROUND WATER 13, JOB NO: w201101 MAINTAIN THE FOLLOWING CLEARANCES: SANITARY SYSTEM DRAWING NO. SANITARY TO PORCHES: S' PROVIDE A NEW SANITARY SYSTEM SANITARY TO PROPERTY LINE: 5' FOR A MAKIMUM OF (3) BEDROOMS SANITARY TO WATER LINE: 10' 8 EXISTING CONTOUR SANITARY TO ON-SITE DRYWELL: 10' SANITARY SYSTEM: WATERLINE TO DRYWELL: 10' 1000 GAL, SEPTIC TANK (TRAFFIC BEARING) 8 REVISED CONTOUR At W1 C.I. COVER TO GRADE 8 NEW CONTOUR (5) 8'0 x 2' DEEP LEACHING POOLS OW 31-IC UjATEC�LLINGt Still J/ U WITH_ALL,C _9 W1 TRAFFIC BEARING COVERS OF AS It II C4 N v �i j• FREDERICK (3) 20Girder (Flush) ROBERT WEBER L-----2 Approx. Location O% of Existing 'Tree �A �\ i ��1 S6J ARCHITECT Arl- I� O o O 1 �x Note: All Framing Lumber I to be Pressure Treated 1 ITT "Sonotube" Pier 1 I (3' Below Grade) t I l5/4x4 Ipe Decking Above) I 4x4 Post on Post Base Anchor Bolted to Pier (Tgp.) (2) 2x10 Girder (Flush) Strap Post to IN, 1 Girder (Tgp.) I I B 1 u I AZ 1 ° I I 4x4 Post on Broken Block O I 12'-0" _ I 30'-8" Footing 8 Steps -'• I C 0 o I _ A-I O_ ------------- a 43 x Note: De k Structure to be Supported R � N on Posts and Piers Independent of House �- ------ I - a N V o; I� o Build Stoop Up co I I I I � 8" P. Conc. Found. Wail J I w/ (2) 45 Bars (Top t Bot.) Iii o on Top of Duck I I I p o t #4 Bars 32"oc Vert. on (2) 2x10 Girder (Flus ) — — — {iL N � Framing — —_ { cn 20"x10" P. Conc. Footing _ __ —® , 4 w/ 2 Keyway and w r------ -- ---- _ --- -III <1 -------_ -� I- ----- ————————————— (3) 45 Bars (Cont.) t o j #5 Bars 24"oc Across I = I r---------------------------------------------------- I Footing Width 4 1 1 1 (#4 Bars 32"oc Between I 1 I Footing t Found. Wall) 1 �_-_-_-_ 16"x16" P. Canc. L �7 C) _� I Pier on 32"x:32"x16" I I I t---- I P. Conc. Ftg. w/ Ix3 X I (3> 45 Both Ways Brd . , " N "I 811 1 .11_41, 11-411 (TypicaD 11_411 g x/_411 an I 8'-4" IC I 1 I I I I (3) 2x10 Girder (Flush) I I a o o I I }}__.—.—._._. I_. I r----I r _ l i c.i n I - 1 1 - 1 1 °D i iii ° ii-' I 1 ii =9 I � WS x 21 =° feel Gird r w/ 2>ld To�Nailer R`� I J- — — —1 I oo T _ _ —'ZT-' 1 1 —'T 1 I ii ii I Beam II ? I ? I ? I 13. I 10"0 P. Conc. Oii ii0 1 I Pocket II IL L__ IL_j u- L____� u- L__-- -- j I " onotube„ I xn iiI (T ) O > O O I w/ IA Pot (T ) yp- � II II I ll� ii Ll 111174 1 I II X - 11 x X I I yP j �ii ii� 1 I >x co Il 11 'r II N Ix3 11X1, ao -- p11 6 C14 21_411 61_0'1 ii 3'-0" I 8" IT-1- 2'-0" tr jj 3'-2" lit'-0" 6'-I" 6'-10" Brdg. V-8" 1 8" j l'-IO" 1 - m�r sj'-6" O ii „ I I r•. II 1 I .n- IIP , N = I" Build Stoop Up ail I I II�_=_==_===n Haunch I I (2) 2x8 ill on Top of eck n1 1 11-1" `y' n q'-2° II Slab 11_411 6" Bearing Wall 1 $1_411 1 0 I I;; Framing iil I Above Ce tered 1 . r--` - -- ' ----' � r�� r----� on Girder � I I. = iF—• I 0 Imo- ,�---- r+ 3 n_xf7Gi-rde� '+--- I t ! n II 1 I 1 L-------------- - �� _ I I I (2) 2x10-Rush der (Thru Bolt rP0510-- i ETLW8,x 21 Steel Gidde w/ x6a Top Nailer - .�;�,1 -1 •—•—•1.-- — -1:..-1 ...:.—:.—.:.-1:.— 1 „- 1`_ -0 P.Conc. _ I II( T I ---��1 00 ._._._._.1_::. ._ .. ....4.... ...._..__.._._.�... .._.� I a -----------L Base for Masonr Heater O° I III I _ ________ I 32 x32 xl5 I�I I I " " I DRAWING TITLE: " i 1 ------------- I 9 i L---- ?�� 8 P. Con:. Found. Wali I _ = I W/ (2) #5 Bars (;'op t Bot.) I 1 I Jin L -J Pocket I I 1 I P. Conc. FtgL_-: �' `^ I L-----' w/ (3) #5 Bars FOUNDATION t #4 Bars 32"oc Vert. on I I Footing for � Waste Pipe � o (Typ.) I I I Both Ways � 20"x10" Conc. Footing I Masonry Htr., I --- - O -� I _� CRAWL SPACE I 1 2x10 D.J., 1 or :I W/ 2" Ke wagand I I 1-4 Thick .-�•— •— - I I_ I 2" Foil-Faced 1 W8 x 21 Steel �pirded 1 3 Thick P. Coati. I I^ Galy. Joist t& 10 1C 28'xx P. Conc. xl2 (3) #5 Bis (Cont.) 't 1 yr _ L Y _ _ " �� I Galy. Joist m Rigid Insul. ("Thermax') 1 8 5-10 8 #5 Bars 4"oc Across I 9 III Crawl Space 51611 I 1 Han ers (T ) Ln Footing Wi th 1 on Crawl Space Wall u P u 4 ^ 1 x 9 yP Hangers (T P. onc. Ftg. w/ III o t o i 9 9P g I ° In 6 Mill Va or Re rder I I mBlocking: i F t3' "'S Both Was t (#4 Bars 2"oc Between I Full Height (R13), P 11� � � _ _ � - - � � I Solid � y Gx .Post li:/ ABA66Z I - III Below Slab III iy I o m A Footing t ound. ii alp I Glue to Wall, Tape Joints .o u : :...........................,_. ..�a..................:: I ., Midspan (Ty 9 1 - ° III �, I I I r-- Pot Base (Ty4ical) i I "Box Bay"/Sill to have _ -i III III 1x3 M - I ---------- 1 1 I Closed Cell S ra > 111 III -- i �, 0 I I m D.J. Either Side of Post lT ) 'r i I Sprag U_ - � III > Brd . D i I - I Foam Insulation (Typ.) _ III 9 �- 1 -I Q,---------- - I :o I 1 O 111 Nill Island Ab ve O - I I I� Weed Mat t Gravel ��T;�,� __x 2'x2' Conc. BI. LL III III x x. ......................: 1- a Grade (Typ.) v JOB: Pad for Dehumidifier a I 9 �1fe i IN Hea y Duty Rectangular LEITCH Exterior) I 0 Screening I I P x ^ III Bearing Bearing VIII I I x Under Decking ;r 4�on ,' naltceFPamnelses ((Gree�n) RESIDENCE I N m IIIPoint Point VIII I Ic`+ Above of T3ecking , I 13'_4" 61_2" Illy (Above) 8,-0,, (Above) QIU 8'-0' g -p" 6 _2" 8" I I 10'-2" Above 11_ H ged 1950 CLEARVIEW AVE. I I 111 4" Bean g Wall I . 1 2x10 D.J., 16' or anel A I L--------------------- _- Beam III _ L III _ __ ____ Above entered I 1 :I 50UTHOLD NY I Pocket i-.Ti- l r- III A veGir ( I I r-- A " Al I - - - - - - - - - - - - - - - -oo s- - I (Typ') I I W8 x 21 Stee rderD620111Nailer R 1 1 I 1 I L_-------- I Al TOWN OF SOUTHOLD _f _ _ _ _I i I I I L J _ TMtt 1000-10-10-21 r-------------------- --, til I I II III = 1 III I I ---- 1 % .} ._._ ...._._._:._._.�... .._.� I _i I I I I I I I II III I III 1 I 1 I L I 1 N = L__ L J ____ L____� 1____�__� L__�• Dro Foun�. 1 0 1 I IH I+ II III I -'f' III Beam I I I p Pockeu ARCHITECT: = Wall for 1 ,i i i 1 III II II III �III 16"xl6° P. Conc. II I 1 NOTES: O `1 Door 1 8' 1 12'-8" M 1 8i 31-21, 3-4n Inn 11 _3111 III (T ) II I 1 :I i - 1 I 11 LL Pier on 32"x32"x16" yP II I 1 M I III III 11 � II I x8 D.J., l6" or I I I VIII II'====-II P. Conc. Ft w/ I :I m i L----_ 9 11 LL II I _ FREDERICK R. WEBER I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER I I i u-111 11130"x24'111 -1 III >III (3) #5 Both Was i^ I 1 I -- - - - _ I III Iq I > Bearing � u y u 11 11 I 41 EAST MAPLE ROAD PARALLEL PARTITIONS AND AROUND ALL OPENINGS. -1 Hatch t >III 9 1n 0 (Typical) o O n O 11� Direction :I GREENLAWN NY 11140 I I I -I �,In IgCrawls a e lt��Point n I i I I L_____-- i _j Ill IIS===�_ - I (Above) `r(I! `9 cv11 cyll I 110 of Der-king " I I I I _ II - _ ^ II II I I� Abp- ei i i� � 52 NOYAC PATH 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. I -i 111 111 Ix3 X ao N 11 NII I o , ,i , i , , _ I i I II it II -- i i .� i i I i I I II u_ 11 - Il III Brdg. ? � 11 " n I I I , , , ii I b WATER MILL. NY 11914 3- ALL WALLS SEPARATING GARAGE FROM HOUSE I I 1 1 I III I III 11 iL - >� - II I I o "' ,y ' ' ' `I m 11 11 1, I � � ���I�� TO BE I-HOUR FIRE RATED (5/8 TYPE X GYP. BD.) 1 I 1 I III I x X 11 m III III O II n I 1 TEL 431 '154-5555 ----- I " 1 I ^111 I c`r NII "III 111 x X f weberarchitect'� ahoo.com r 1 5 Thick P. Conc. i I ul II n cv 11--- y 4- ALL STEEL GIRDERS BEARING ON P.CONC. I 1 ul nl ___ I� FOUNDATION WALL TO HAVE 4"x6"x1/2" B.PL. Garage Slab w/ I i I ylll 11N �+ II III 111 11124"x2�P1' (UNLESS OTHERWISE NOTED) I I I I 6x6 10/10 WWF 1 i L____W 1l, II III III 11IHatch 111Lo 1 I �-, SEAL: '.•1 x = 1 I I I I i III 11 III III IIICrawls��ce 1 IIx I o 5- ALL COLUMNS TO HAVE 6"x10"A/2" B.PL. 1 1 1 1 - - - - - 111 II 111 111 `-_-� I IC4 I GARAGE L------� 111 11 III II1 ii=-==11 I I 1 r- • } (UNLESS OTHERWISE NOTED) I I I II L---- II JJI_-__-__---III I I I t__ II I II n-- __________________ _______________ _____11____II-_� ---__� -7- 11 T •` " c. .cI I I 1 6- GARAGE SLAB TO HAVE 6"x6" 10/10 WWF REINF. L PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. I — — — — —_- — — — — — — ____ _ 3'-2' 3'-4" I $" 1 1 I u 1 1 2x8 fR (Lag Bolt to Bcbc ill) I~I u 1 I \� I-- in ed / I- STEEL SHALL BE ASTM A-36 (EXCEPT Galy. Joist anel I Directiorx--- o 1 I I I I I of Dec ---` I I DECK (Above) 1d-1 PIPE COL WHICH SHALL CONFORM TO ----- i Hangers (Typ.) .� ASTM A53 ROUND PIPE). STEEL WORK SHALL I 1 00 I ao I I _ I I -___+ I I I of _ I I co \ , I I 1 I i I I I Above �' I' I Note: All FramingLumber 1 �I I I '� CONFORM TO THE LATEST AISC SPEC. I 1 1 I ��, `.-- 101 I-21 � I I In \ �°s O I I 1 I I I I I ISI In Deck Structure to be I`oIIu- I I Drop Foundation Wall 8 1 I I I I I Weed Mat t Gravel 1 1 Pressure Treatedr- ;, ; I I Overhead Garage Door 1 I 1 J_ 00 1 J_ e Grade (Typ.) 1_I_ 1 9I_ 00 INDICATES BEARING POINT ABOVE 1 g I 1 cy � r r- IL* cy L____________________ I I I I Galy. Joist I 1 ' Dimen. SEPT Z, 2019 I I I I I 1 I I I I I I I I 101 I Han ers I g...........yP.:... ... .. Front/Screen AUG•19. 2019 I......`,1.. .. I. ...1....................... .. ................1,....1 I. ...1...........................................1... .. 1 ...1...........................................I... .. 1....... .. ( I. ...I........;,............................1... ..... -I Porch Decking .. ........................_ ..... REV.: JULY 24 2019 - (2) x10 Flush Girder 7Thru Colt s Post) ---J (2) 2x10 Flush Girder (ThrU Dolt 9 Post) L.��_____________________ -�+_______________J _ J _ _ I I P. Conc. Apron Above i 4_-T- C7; �- -_---- 'I I L-------------, ' � (2) 2 x DATE: JULY 8. 2019 1 F 1 --- 1- 6-5 I/2 11-4061-SNI-9 40-5. 11-4. 5-II I/2 I-4 I/4 I'-On 1 " 1 " I N I Y I Y SCALE: " o Curb Abo e Curb I 10"0 P. Conc. 16"xl6" P. Conc. I Above I "Sonotube" Pier Heavy Duty Rectangular Pier on 28"x28"A2" JOB NO: 401101 I 1 1 B w/ 4x4 Post (T ) Lattice Panels (Green) P. Conc. Ft w/ I I I A� yP' in Ix3 Frames (White) C (3) #5 BothWagst 11'-10 /2" T-4 1/2" 1 1 3'-2" l'-4" A� 6x6 Post w/ ABA66Z DRAWING NO. I I I Post Base (Typical) I II II II FOUNDATION PLAN _ II II I I I I A 2 I/4 11 NORTH OF A9 62'-6" I Remove Existing Deck Al- C"4 ------------------------ FRAMING NOTES: � i I. ALL FRAMING LUMBER SHALL BE GRADE STAM�ED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER N /Deck, 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. FREDERICK RemovDn (3) 8" Risers to New Grade `� 3. ALL SUBFLOORING TO BE APA RATED STURD�I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOO Existin (No Rail Required) `� TO BE SET ON SOLID BLOCKING. GLUE AND AIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. ROBERT 4. ALL HEADERS C-0" AND OVER SHALL BE SU4ORTED WITH DOUBLE UPRIGHTS, T-0" AND OVER WITH TRIPLE UPRI HTS.ALL HEADERS SHALL BE A MINIMUM OF 2-2x8IIN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. WEBER 5. SOLID BOCKING INASE LL BE PROVIDED FOR CIRCULATION IN ROO ISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED � -0" O.C. (Side Yard) ess t an Existing i 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, .Stairs, etc.) OR AS NOTED ON DRAWINGS. ARCHITECT w Grade) Tre to i 1. DOUBLE UP FRAMING UNDER ALL POSTS AND I ARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. I Re 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FA TENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. (Protect Duri g i C stru 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y�S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-1 D NAILS AT SILL ` a i AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Cb r i rb i C i DECK 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D .e 4" O.C. EXTERIOR EDGES AND LD a 12" O.C. INTERMEDIATE. i II. ALL ROOF RAFTERS SHALL BE ATTACHED TO �HE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECT RS BY' "SIMPSON" 5/4x4 Ipe I i Note: Deck to be Supported on OR APPROVED EQUAL. I O i Posts and Piers Independent of House 12. ALL GIRDERS AND HEADERSDSHALBL HAVE BEARINGER SHALL BE R5 FFENEJul"DR5 INSTAJI R D ES AOPE1RMANUFACTURER'S AMS DREDCOMME DATIONSUCTS OR • EB STIIIFFENERS N I i 23'-S" SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQ IRED AT FLOOR B PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDA IONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24 O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETR'4TIONS. F2 IV 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. i C -o r co I i - Al II 12,_0„ I i NEW `' CP DECK Profile of C v iEL +10'-0" Li of Overhang Existing House 1'-0" I'-2" I'-2 a' - 2'-I" 2'-10" 3" 2'-10" 2'-10" 1' 1" 11- 2'- " 2'-10" 3" 2'-10" 2'-I" 0_1 20'-0" I i �- - A -- - - - --��O�P p- - A - - A -- --�- (Side Yard) w I I EL +10 -6 1 i i I Hobe ® // BIb1 :' i P A I i WINDOW SCHEDULE I—I Unit Model tt R Area E res v 1 Opng g ADH21014 2'-10"x 1'-4" Yes ii oo I � y i I oo ADH3058 3'-O"x 5'-8" Yes i o (IAi ADH2848 2'-8"x 4'-8" '• No 1-110 1G ROOM DINING! ROOM ` / 1 v- Oak , Oak O ADH2448 2'-4"x 4'-8" No I O ® ' FF EL +11`\0" `��� Grad T °O TOP OF FOUND. ,' ,a T -0 j_O EL +9'-10" ��\ � I `�' +8'-Zi— I O AAN2020 2'-0"x 2'-0" : No I--I W. "American Masonry',, ,� I _' I O I 30" Tower w/ Dbl.\� / IOD - I O ADH3250 3 -2 x 5 _O. Yes Battery Walls �\ ,� O Grill Area `~ - �4 " _ „ /� IT DH2648 2,_6«x 4, 8„ 9 10 I I -I 14 19 2 0 2 0 19 6 " - " " " " " " I O A No \ �/ I -1 I 8 2 -8 3 -6 6 -6 STOOP « = I Bart °° Ref actorg Facing `� I , ST 0 i I Profile of H ACW26 8 2'-6"x '-8" (All: Sides), Tile ' _ __ __ _ _Line of Overha _ ' g O 4 4 Yes g Exist Hou e , ©--- £� X16 0''-- -I- - on :_Lo d Face _ __-- -____--_- ___ w _ _ ACW204 2'-6"x 3'-4" I I « J(ko es Dbl. Pocket `r I ACW2638 (Alt.) 2'-6"x 3'-8" No Sidep) Doors (8' Opng.) '� Window Shelf o it I 1 1 DRAWING TITLE: Metal O - -- --- i I 8 - x 4'-8APW444 4 4 No APW4848 (Alt.) 4'-8"x 4'-8"�., � Studs/Mon- Existing Mirror I IST FLOOR Combustible Reu a Existing WOO 03 I I I I howe a Pedestal Sink O i I I i I O O' I E �� (28" 21") �' cv 11 r III ! L N � � o°I 16 Reu a Existing i O I I I I � "Andersen" 01 lidin D U Re o" Toilet Model Numbers Refer to Andersen A: Series, Low-E4 w/Argon Glass 4" - 2'-i0" ?'' �r 0 ; ao Island C I i Q = sCq EN POR H O DOOR SCHEDULE I I " I = BEDRO M 1 o I cke ; -M 24' : 14. I r = I Oak I - or 28 Sink i DW ' Ipe Qeaking u, cn Porch: EL +10'-6" - JOB: i N I I I = I I I co LO I I 4'-2" 4" V-10" 4"\`�4'-2' 30" 4" 6'-4" O 10'-0" o ; _ ©� i i -'� Unit Model uHeightLEITCH KITCN-IEN I I _ I Widtth t I I m U ch i _� I I II 6- Front Door $ Sidehtes 3'-I'w 8'-0" (Door) RESIDENCE a- I 0" 0" O ITR HALL cn Tile A 1 „ I. i I ._ , I I __ __ Hood :Above 4" 2'-4" I'-101 41-011 6. "1 ("Simpson"- custom) ) 8-0 (Sidelight) I: x Ln II "Therma-Tru", CCA8220 I I CL. _= Built-in CL. 1 ��Utilit 0° Oak 36" 36" 15"_ i— I I Classic Craft American, Outswin 3'-O'ix 8'-0" (Door) 1950 CLEARVIEW AVE. ,4 Z--- --- I--- �� y I I Ref. r - ----- - , 11 I g SOUTHOLD NY I Dbl. Han -i Single Han I i�Sink Ha I �______O induction Propa a_______, O I I I . A Al I g g g ii Rod I 1 30" i �, Cooktop 30"= I i, Al 3 "Andersen" FWOD29BOAL 2-9N 8'-0" TOWN OF SOUTHOLD I O Frenchwood Hinged Outswing Patio Door (R.O.) SCTM 1000-10-10-21 i LA NDRY .... .. I = `r 1 Pocket Door <,- TV Pocket ootl'-8-M = I I "Andersen" FWHID5480APLR 5'-4i( 8'-0' I I �p O Tile I jp Den Built-in (Alternate) 7 I I r- I ® Frenchwood Hinged Inswing Patio Door (R.O.) o Slab3,�2„ 4„ 3,_8„ 4„I_� 6,_.O„ 4, _6= ” 4„ 6 1,_ 9 9Andersen FWGD91080-4 9-IO:;x 8-0mStoo� 6 I , ' I Fre ch I 1 "� " ARCHITECT: I O Frenchwood Gliding� 1 i Sto e _ __ BUTLER'S PANTRY 3c'x24" ;r I I I g Patio Door (R.0.) 5 Reinf. = work 'Are "Therma-Tru", CCA8220 , FREDERICK R. WEBER Ln .3I i GARAGE I l' 6„ W Coun ertop m/ ___ I 26" oors O I I I Cabin is Above i , 30 x24 1 � Tile iv I I I i 6 3-0 >x 8'-0' (Door) I I Conc. Slab I 411- c�h--try 1=F ench: Doors __ 34= ig 1 I I Classic Craft American, Inswing 41 EAST MAPLE ROAD .I 5/8 T e X I ICr�wl to 1 1 I GREENLAWN, NY 11140 yp I spa - Countertop I 1 G Bd. on O --- -' 30 Sink , = 1 1 I Profile of -1 5 I 24 24" �'' --- ``' 1 = :: 52 NOYAC PATH 1 - SubZer -- --- , 1 I 1 Existing Hou e I1 Wal t Ceiling I Ref. A I WATER MILL, NY 11911. 1 of Garage I 0' ------ „ 1 I * Verify Operation 4" 3'-4"I 12'_0,. o `r „ IS DEN 1 - FF EL +II -0 " COATS l std t��c1H� 1 I I I d- I 30 TOP OF FOUN . I$ a _ ��9____ i 1 I p TEL 1.31 154-5555 TOP OF SLAB t;4 EL +9'-10" I Den Heat P / Manifolds (Belor) - r i I I I I ' fweberarchitect9gahoo.com " /v I Freezer iv C4 Fan Co r_-_n O I I 1 EL +8 -6 1 , 30 i Bookshelf On-Demand 124 x24 O ' I I I . 2�6ocStuds Ben ' Profile of ,' I `'� n R r FOYER I .Hatch Ito ``� I 1 1 Water Htr. � SEAL: Existing House o I al 12" ' Tile 18" I (Propane) in 1Crawls�ace I I 1 . - ,� I „ CO TS 85 Gal v p _ I 18 I HW Sto f- i ----lrna5 Min. Cabinet er ed Elec. Panel „ - ---------- l �I 2 elf-Closing _ I ° iv 1 2 Closed Cell r`r" Fenc I 1 I Spray Foam Plywood utdooq I �i I _____ _ _ 1 I I Insulation Sheathing 1 I Line of nd FI or 1 hoover II I I. .Q Dn IR : I I I 3 I/2" F.G. = I ��i I Wood Platform w/ I' 2„ '-0' I I I i Batts (Unlaced) F d- ► , I Rail t Steps to 3 -10 3 -4' 2'I-Z 5 -0 I/2 2 -0 2 -5' 3 -0 3" 3'-O" T-5" 5 0 1/2 I 1 Garage Slab Line of Overh ng->I I i , 1 ' O FRONT :PORCH FR,4I'11NC� CORNER I , I oo PORCH , r I I I O '• _ EL +10'-6" ;- Ipe Decking 1 1 1 I ;'_ 1 , //1 i I 1 Storage 25,_2„ i i i 3/4"Ln 9x8 Overhead Door I Din 3R 96" (Gambrel Width) I I ---- ------------- ------------- ------- ------ ---- -------- 1 -1 ---- ------ ----- ------------- _----- ---_-- ---- ------- 1 Dimen. SEPT 2, 2019 (HOUSE IOCATION) L- --- -Rvmt.-f}-�C-onc. -ftrarr- - —-- - - - - - - - - - ------—-- ------------- -—-- --- REV.: AUG 19, 2019 __ _ -.-...-. .-. -.- - -.�.-. EO ------ --fItood-S�e s---`� - 737-2xb�ressure Treated-Post,- EL +8'-5" iti Bib Ner = Line of Overhang '� Encase in "Versatex" Trim J N N Tapered from II 1/2" to 1 1/2", DATE: JULY S. 2019 Strap to Header t Bolt SCALE: z " " " „ to P. Conc. Found. Wal Typ.) O O 91-0" 4 3 12'-0 3'-3" Z S 6 1 4 6' 1 3 I/2 6 11-31, 6 11-3" 6 1'-2 1/2 6 SQUARE FOOTAGE: JOB NO: w201101 i✓ 11 t:5 Belgian U DRIVEWAY Al O Block Cur TOP OF CURB RADE C IST FLOOR: 1185 SF (Pervious) EL +8'-10" EL +9'-0" 35'-0" '�� 2ND FLOOR: 1115 SF DRAWING NO. W 1'-0" v7 O Compacted Crushed Stone Base w/ Bluestone TOTAL: 2960 SF r = Fabric Weed Control t Tan Pea Walk IST FLOOR F) LAN GARAGE: 358 SF = rave ur ace i' WRAP PORCH: 385 SFA3 o SCREEN PORCH: 110 SF PATIO: 119 SF o NORTH OF A9 i o � v- o FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD FREDERICK TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. ROBERT 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. WEBER ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs. etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. ARCHITECT 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D ® 12" O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR B PERIMETERS. HANDLING, STORAGE. AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. Al 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. C Al 12'-0" (I-Story Hip ROOF) (Living/Dining) (Screen Porch Below) V w - - J U U L - - J L_- J U U L - - , J L , WINDOW SCHEDULE I--'--I I I r/1 I I Unit Model # R.O. �png Egres W L J L I I ® ADH21014 2'-10"x T-4" Yes I I I I © ADH3058 3'-0"x 5'-8" Yes ROOF rn � � C m ib � I ; j i0 © ADH2848 2'-8"x 4'-8" No � I 'd `•Q � I I D > OD ADH2448 2'-4"x 4'-8" No AAN2020 2'-O"x 2'-0" No I I O ADH3250 3'-2"x 5'-0" Yes I'-4" �'JO" 2'-6" " 2'-6" 8'-I" 2'=0" 9'- 1" 3'-2" 3" 3j-2" 3'-2" (Width of 2nd Floor) Q ADH2648 2'-6"x 4'-8" No 1 11 i O O Metal Flue in O -J;E) O O ACW2648 T "x 4'-8" Yes f i----- ---- -FrameaEnclosure------ --- ------- --- --------- r 1r - L , J 34 2'-6'.<- ----T----- ACW2e38 (Alt.) 2'-6"x 3'-8" _-_1 - - - - - - - - -L"J- - - - �� , „ , _ , • . -�- - - - - - - - - - i No DRAWING TITLE: 1 6 -2 9. LOO I I I I III I I ��ea� I 11 APW4448 4'-4"x 4'-8" Shelves I I I I I I I I�I Ja I I K " I I I ;, l y I I I I II 11 I I I O APW4848 (Alt.) .41-8 x -$ No 101 I I '-0= 169 12'_6" 4" _O„ s (d" id' 12, _ ► II 6"I ,�,id„ 6.. 1 1 _O„ 110, O 2ND FLOOR Reuse Existing z I I I I 1 i I II I II in I 1 1 "Toto" Toilet - 1 in i Knee 1 i so i I I \V I I i I I I I�I Wall 1 'r Model Numbers Refer to "Anderser" A-Series, 1 1 Oi I I Reuse Existing I I I I XX Vanity I I Low-E4 w/Argon Glass I a- 1 1 = I I I I I I I i t I I I i t BEDROOM 2 I I I I a I I I 1 1 - Existing 4'-O" I I = �� I nc I I I I 4'-0" I R OF II fJ Mirror -0 1 1•••1 I I I EIS DOOR SCHEDULE I I I 28 I I v- I I i I ) MASTER BEDROOM I I I I G �� I °° I I Ko Med. <r 1511/2"`�4'-II" 4'-IIaJOB: "' 30" Cab. : 30" Unit Model # Wicdth t Hei htLEITCH " I Iii 94 5-0 I I I i 24' 2" i oo I I I I I M I I = I I Front Door t Sidelites 3'-6x 8'•0" (Door) RESIDENCE 12" Slidl g Door I I I I �� 1 i� I I I i i I _i° I I O ("Simpson"- Custom) (2) 11-2N 8-7 (Sidelight) 1 -------- I I I I �� `� � I I III I I N I I "Therma-Tru", CCA8220 1 Dbl. Hang - Hang I I„ I I 10"0 Duct (In-Line Fan I I I I I I I I Classic Craft American, Outswin 3'-0"x 8'-0"(Door) 1950 CLEARVIEW AVE. A I 1 = 1 ----- O �oe 3 -2 2 r4t. I I for Kitchen Exhaust Fan I I 21TV V-2" I 1 g SOUTHOLO NY O I N ___Ride ______ cw _____ 1 1 Exhaust 1- in Attic) ,R d�e1 I I ____ _J co I I "Andersen" FWOD2980AL 2-9"xc 8'-0" Al 1 L - - - - - - - - - - -._.._.._.._.._.._..� ------- - - ------� - --- I-I- -I�-------- ++---+�H- - i I I Al O - - - - - - - - - - - - - �- - - - -1- = Open to — I I; "'-1- - - �+ - - - - - - I Frenchwood Hinged Outswing Patio Door (R.O.)) TOWN OF SOUTHOLD o - --, 14 _I- - -_ - - - - - - ;... SCTM# 1000-10-10-21 0� I Andersen FWHID5480APLR 5-4 ix V-0, Below : 1 1 30 Dbl. Hang I I Shely s I J I I "Andersen's " I `n 1 I I 1 Attic I �(Jo�ket ------- =I -- o4ket I = I I 3 ® Frenchwood Hinged Inswing Patio Door (R.O.)) _ I I 9 I/2" Tread UPPER HALL I Access I `f°4r W.LC. r I '� I = C°qr - - I I ° I I od I I W.LC. O I i v 5 "Andersen" FWGD91080-4 9'-10'"x V-0' ARCHITECT: I I I I I I I i 1= 1 DI[: ` `r 11 1 11 0D O I Stairs i - „ � „ " ;� L I I I I cr Frenchwood Gliding Patio Door IR.O.)) Ln ROOF 0 6 I 1 6 4.. 4 0 8 5:-4 6 i 6 -III I I - 4" �� �0" I v I " ` „1 e a , _ 1- 3:` 411t, I 16 -II 6 I - I 1 16 "Therma-Tru CCAS220 „ ” FREDERICK R. WEBER I i o s I I 0 3-0 x 8'-0" (Door) 1 ;- , Ian I - - I 1 Classic Craft American, Inswing 41 EAST MAPLE ROAD I I Ceiling: D�ESSING !HER , v DRESSING-HIS IG I L - tC0 of Foyee On I I >5howef'° ` 8' ❑rop Ceiling1 i GREENLAWN. NY "11140 "2 NOYAC PATH 3R 1` i0e �I i (For+muctwork)--- -j i I ItSlhXn I IIII * 11TER MILL, NY 11916 9' Tub �'' I 1 `� I 1 I Verify Operation I I � ` I 1 1 Garage DnLj=qj I ,Dutt gac :, I I I TCL 631 '154-5555 I i 1 1 Wall Below I 14R " N CL. " 6111 128 11 fwei-Ararchitectsyahoo.com I CA I I = I I I I �, I nee I I I .. �:.. 1 I I r Wall 1 SEALz`•,. ....._ 1 I j L I I UPPER LANDING 3 " (4) SheIves I I I i i LI EN I ( I ell Dn arnI I !.•• iMed. Med.IR � Cab. 1 Cab. II 1 I II E I'- I/2" 2'-6" 2'-6" I 16'-3 1/2" 4'-4" 8'-9" 2'-8" 8" 2'=8" 8" 2'-8" Ilk\ ROOFO ofi I r Gambrel 11 O RoofII12'-1" 12'-1" I II I- - - - - - -- - T - - - - - - T - - - T_-___-J F - - - -_...- - - - - - - - - - -- - - - - - - - - - - - - -- _ - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - -- ---------y-------6.---y-------y----- ------------- -.---------- --- .--------------- --------------.--- ------------- •• REV • AUG 19. 2019 25'-2" (Gambrel W dth) DATE: JULY 8. 2019 12'-0" 43'-6" SCALE: 1/4" I'-O" Ir SQUARE , FOOTAGE: JOB NO: w2011011(1-Story Hip Roof) B .(Width of 2nd Floor) 2ND FLOOR: 1115 SF Al C Al DRAWING NO. (Garage Below) (Front Porch Below) (Wrap Around Porch Below) 2ND FLOOR PLAN- NORTH OF A9 I T ------------- FREDERICK ROBERT en FFamed Enele5i:ipe +4-- WEBER Gill eap r i 68 Ra_e S 0.1 ARCHITECT ar i E in es " i --------------------------- y -------- ---------- IT———————Irt---It-----------— r Ix8 Fascia 8d. I l VersatexFrieze �d. \ \ ' xClad rood i E er ate " 1_ 11 31 2N3' 2" 31 211 I_ I_ON I_11 "2` 611 I 2-W , ''/I,� o Iz - I � H I Alun imum Sta iding Sea ni Ro f White Alum. Half- ! Round Gutters w/ l r-r`------------------------------------------------------\---r --to- Brackets (3"0 Leaders) I I I I I I I Ix8 Fascia Bd. (x10 Frieze Bd. .. . i.. ("Versatex") W I lRemoveab Bronze " 1 Screen P I iels in Mahogany rames "Versate Wrapped \" -4— I ated Posts I W - - - - - 2' 10" ' 2' 10" 2' 10" �' - 2' 10" " 2' ION 2' ION _ 1' I I, I 'IL]( II'-611Fr] Fa ear N JrA A A 3 N A A A 5 I I X Ld _�flL I - 1, 1 U[L-1 IShingle Flare -------r-------- ------------ --- - -- ----------- - - ----y ------- - ---- ----- �Ix10 "Versatex" 1 - -------------- ---------------- ----- ------=--- --= JoistWra --------- -- -------- --------- p I II Stucco Facing on I - ( I I I Heavy-Duty Rect. r l Lv Grade 1 I I House Foundation attice (Screened),I Wrap Exterior I I I I I I Posts in "Versatex' I I I I ------------ -��------------------------- - -- ----��--------- -_--- -------------- I i I I I I I I I I 1 1 L___J I I I I I I I 1 I I I I I I I I I I I I rJ L, rJ L.1 rJ L, 1 , r J L, i i I I I I I 1 L__J L__J L._J L--J SOUTH ELEVATION DRAWING TITLE: 1/4 = 1'-O" ELEVATIONS -------- ----------- — ------- -- �- it i i i JOB: r LEITCH RESIDENCE edar I n Pees i �" 1950 CLEARVIEW AVE. SOUTHOLD. NY I Ix8 Fascia Bd. --------------TI-------------------- ----:- `, - - - TOWN OF SOUTHOLD Ix8 Frieze Bd. /, 11 wn _O_o I " I SCTMtt 1000-10-10-21 ("Versatex") 1 ARCHITECT: I " /�I ♦N 2, /ll ,_ „ i M. ON 2, I 6 1118. rs to I 1 i "\ FREDERICK R. WEBER 41 EAST MAPLE ROAD H i a i I C C I GREENLAWN. NY 11140 52 NOYAC PATH _ - 1 12 WATER MILL, NY 11911. I I I I i I I AlumrtIR mAlum um I I I I I I L I I I1 4 Sta mg I I I I I I I Stanng I White Alum. Half- TEL 1.31 154-5555 ea Ro - -- - - -- �I-1- - -- -- ' I- -- -- - Li- -- __ __ _i ,beamoof ound Gutters w/ fweberarchitecteyahoo.com - _ R -- -- - -- -- - -1 I - - - - - �I+ - - - - - - - - -- -- - c - Brackets (3"0 Leaders) p r---------------------- -- ------------ - - - _ - - - - -'----------n-----�------------------- ------- rr----------------r -r L_ I I - ----- - - - - - 1 SEAL. a-... -bl .I..I............ IxlO Frieze Bd. t `.'" F I I _ � I I I I � l l I I ( Versatex ) •• r, i ,I , I I I I I I I I I I I I I I ; � I � • '� rl I I E I I I I E I II - - kill I I I I I I I I I I LRemoveabl \r\onze I I Screen P n Is"m I I l a Mahogany amen" 1 I ® ® B - - r I I I I I I I e ear I I I " " I 6x6 Pressure Treated Post. - I-I I I I I LA I O I I I hm a I I I Versatex rapped" 1 1 Encase in "Versatex" Trim LLIPressure T ted Pos Tapered from II 1/2" to 1 1/2 _ _ L I I I I I I ( 1 11 I I I I I I I I 1 1 Strap to Header t Bolt ,�) I- _ I_ I 1 _ N it 11 UI a, „ I „ I I I / i i to P. Conc. Found. Wall (Typ.) r osITL -- - -- Shingle Flare-y __ a ---- - - _______ _ Ix10 "Vers tex" REV.: AUG 19. 2019 - - - --- -- - -- ----- ----------------------- - ------------- I Stucco Facing_ora , Trim Bd. I House Foundation _____ I I I I in Enclose "Versatex" Trim DATE: JULY S. 2019 ------------------=-------------------JI I I 1 1 r-{-,1 I I 1 1 1 1 I i III I I I I I I I I I Grade SCALE I/4" = I'-O" I I I I I I 1 1 1 I I I I I I I I I ----------- I_j ------------J---1------------J-- -------------1- 1 11 I I 1---t'------------' 1 TT------------r --I---------------T------------rte II I 1 JOB NO: 0201101 rJ L� r L� r 1 LI-IrJ L� I I I I I I I I I I I I I II I I I I I L___- L__-- L___J L___J L__ L 1 1 1 DRAWING NO. rJ 1.1 rJ L., rJ L-, I I I I I I L__J NORTH ELEVATION A5 1/-4" = 1'-O„ OF A9 I I I I 1 FREDERICK 12 ROBERT "Enviroshake" \`.\ 1 Roof Shingles �' ` WEBER � I1 1 ' 11 1 1x8 Rake Bid! ! E w/"Rams Cdolun", ARCHITECT \\ 1x6 Frieze / ReCe \ N N "Versatex"�I / Shinciles \ I 1 \` I I `� I / --- \ 12 ---- / --- --------n----i_r _rr------- \ ----- I \ / \ �. .. .......:.......:....... ........... . :.................. \ / 11 1'-OI/ 1 II / \ 12 ✓ \ 'Fln 7I T —— TF_ — Alurr num I / I I :11 1 iAlLminum Sea no St, If— Stat di8 R I Se m 'R(of Alum. Half— W 2 Flo r I:I :I I I I 1 1 Round / 1 r Brackets u(YO Leaders) 7------ -------------------- p r----- -----------------=IT--_—e—�-------------------- ------------tj J -- —tea, o®— — _ — — —— �¢—a a @ — � s 1x8 Fascia Bd. Ix10 Frieze Bd. floor o ' .: ("Versatex") W ............................ .......................... x lad Wood � cove . ersatex Stan Landing E E E n Ked ear bhingles / W1 1/ 1 N / – 2 10 8 2 10 2 10 8 2 10 – – / – / I Vir i al \\ 6 t S i la: 3d. st FF -------------------------------- i--- - - ------ -- -----___ g Flare -------------- ------------ ---------------------------------- .................. .. Shin le ..... . ... ... . ...................... ................ _ —— 1 I Stucco Facing on Garage Slab — I I I 1 1 I I House Foundation EI +8'—V ______ ________U1 \ ---- — -- r ------- �—I— . I I I I I I 1HWHHHHHHHHHHHH IAO "Versatex" I Heavy-Dutg Rect. [ I I I I I I I I I I I 1 Joist Wrap I Lattice (Screened), I 1 1 I I 1'-0" : 5'-O° 1 I I I I I I 1 I_-I_Wrap 9xi-Exterior ____L_ I_ _ ----------------------- ---------- I I — — — — --J—J—�osSm_b`�rsat�' _r- – ROOF (TYP.) Enviroshake" Roof LVL Ridge LVL Ridge Shingles wl "Hydra" .... .....:.:.:......::::•:.;>;. .... ............... ........................ ............................................ ........... ..... ............ ............. ... . ........... .................. ............................. ... ....... .... ............. ...... . . .. reaa.. . .. .... . ..:... ..... ... .......... .... enera ....... ........... ........... ...... ...... .. ...... ..... ........ .. ment X8 PVC Rake Bd. FREDERICK < Ove la ROBERT New 9" C pen lay IxL PVC Frieze Bd. Roof R( of Cell 5 ra Fo- n Drip Edge 19 All WEBER -2xIC R.R,, 16"d Insul % 1) 25'-2" Rake t Roor Edges 2#-0 Sh8ves neer Batter Core Battery Meer Shelv% --2xl(' R. 14' a :2xI fE- 5/8" Plgwd. .... .. . ................................... ......... t 2YL Clg- Tie� Over 13ath,9/C. . on Roof LVI. Roof Sheathing Flue* ---------- KITCHEN HALL 2x8 C .J. IV .0c, Over MBR 2xI0 R.R., lVoc ARCHITECT g. Hgt. New 9" Open Battery 4' atterg b A (3) 9 1/2" g4)Foam E LCI LIM, 4'-1! 1/4" 4'-Il 114N Cell 5 r F LVL E Core 2xl( Insul. ------------- ---------- Veneer Vr. 2xIO C.J. 14"'• c, Over Baths/CL. ice ( Water on Roots, Battery Setback Z10 "�'-2nd Floo� Clg. Hgt. (Tgp.) (2' Past Insulation Line) from Core Face # 5'-2 1/2" Hurricane Straps on 0'. T-4 1/2' N . ....... .................................... . ........................................................... .. ..............V: All Roof Rafters ............ .. .............. IN, -40 IDINING R700M] ILIVING ROOM:] ALCOVISTAIR HALL] IWIC-HER IDR SIN 6-_Hl�] LIVING ROOM- FLOOR PLAN # Cr Lot N jol 12'-0" L U11 4"ILL 4'-4" L 100 Hurricane Straps on 1/4 IN All Roof Rafters 2x8 RR 10 oc 5 1/2" Roxul Insul.---, 12 All Interior Walls Ix8 Fascia Bd. for Sound':Proofing Zt- 11 1/8" Joist 100c "Truss" .4 2nd Floor (Beyond) 3/4" Plgwd. Sul )or 1/2 Round C11"A F� RR t CJ Alum. Gutter M CJ, 10 oc Alcove Floor (Dn. 2 Risers) b, A - 2�1 .2x8 CJ, 16" oc ----------------e WALLS (TYP.) an ial el t,' n. 3Ris rs I Roxul Insul. 'Squash" Blocks t-Seal" Garage Closed Cell ------ All Flo( 'or IxL PVC TtG Soffit Red Cedar Space from House ------------------- I Shingles Spraq Foam Insul Sound Proofing .......... ... ...i.j t interior. .................... ................................... . .............. ..... ........................................................... . . ...... ........ lop,5 8 J 301t Felt Type 'X" GWB Be:np Wall w/ ----------- > Space over Garage 5/8" Plywood Sheathing Joist 1/2" Plywood on ----------- 2x4 Studs, 14" oc (1) Side for Shear ReCC55- > < 1/2" Plywood On—> ----------- Ext. Face of Int. New 2" Closed Casing Garage Walls, Cell Spray Foam T Shelves- Insulation 03), Under 5/8" GWB Lot ON 400 -80 T-0" New 3 1/2" F.G. 12'-1 3'-2" -2" 2 -6" 13 11 1, L '10 Bat ts (R13) Pocket Doors to Kitchen Open to Hall 5/8" Ggpsum Bd. HALL L] 7EN 'S PANTRI L FD PORCH Firebox Shingle Hare 9 L. 1. (2) 2x6 Sill e Cabinet— I I Ist Fl. FF 1st Fl. Fit' xU 2xI0 F.J., 100c Base of Siding (or Wood El +11'-0" (Pressure Treated), El +11'-0 Insul T9P --3/4" PIg 1 Copper Termite Storage?), wd. Sub 5/4A Ii RWI I I I I Top of U 00T\1 Decking Shield wl Sill Sea[ 9M 518N x 14' Found Wall Anchor White Tile El +9;_1011 ------------------------- - Bolts, Oct w Garage Slab .1p (4) 1.5" Risers r New IN (1me -V--------------- 4 Square 2Nx2" Washer i, -(2x10(2xIO D.J. Blue Tile —J Garage Slab EI +8'-6" to Ist Floor K_WF Girder Cell Insulation Galv. T Llx3 X-Brdg. Hanger Screen Porch) EI +8'-6" [CRAWL SPACE]: wl 2x6 12 per �4 '--Ix1O Trim Bd. -1 -1 9 Midspan (Top.) "Bok" Sill I — Lattice 8. 131-411 a,—ON cc!b 81-00 P11 P-4 LIVING ROOM- NORTH ELEVATION 2" B.-O. Top of Slab V-2- 4X4, Post 1,41 Ex, Grad — Ll +W-160" /-3" P.Conc. Slab LGrave, Conc. 114" 1'-0" -_._. a -—-—-—--=-—-—-—-—-—-—-—-—--- -—-—-—-— ...... Weed.—.-1—. tjr�f ...... f......— ...... — E1 +6'-011 I _�at Pier Mil. Vapor Top of, Footing Retarder Boo P. Conc. Found. Wall j r-J Below Slab w/ (2) 45 Bars (Top ( Bot.) EI +3'-10" 11 44 Bars 32"oc Vert. Bottom of FootingL L -b-Pr- 44 Bars 32"oc Between EI +T-10" Footing t Found. Wall Line of 201-0 Porch 20*xi2" P. Conc. Footing wl 2* Keyway and (3) US Bars (Cont.) t DRAWING TITLE: 45 Bars 24"oc Across SECTION ��AA Footing Width SECTIONS 12 -1/8" LVL Ridge Strap 2X4 C.T. Strap Ridge Ridge LVL Ridge "Erly(ro5hake" Roof .......... ........... .... ... . to :: ............ ........................ ......... it: ;;: ... .......... .......... ... .... .......... .. ........ Shnqles w/ "Hgdra Breathable Under( 12 New 9" en, Cell 5 rai Foii - Insul. %; JOB: Z 10 :R.R.. 14" oc . ..... 2XIC R.R l4o" )c e>:.::....... 5/8" Plgwd. to I �[I--- --111 1KT IC:C] New 9" Ope R of Sheathing 0 Cell Spraq a LEITCH Hurricane Straps on Ice Ill. Water on Roofs, Hurricane Straps on 10 lel� All Roof Rafters Insul. (P34) 10 ii RESIDENCE ION All Roof Rafters (2' Past Insulation Line) It C Iling-10 11 2 rCJ I -od 0 / (12) Sheets of 4'x8' Plgwd. on -Attic Floor ii Hurricane Straps on R.R 0 11 k�i : I ii 2 C.J., 1(." oc : 11�pii 1950 CLEARVIEW AVE. -><I 0: All Roof Rafters C 11 1 b I I ..': CeII16 SOUTHOLD. NY '71--7 rr--_1 7-7 rr-—71-- �M� rr-- o tchedli 12 IR Ix8 Fascia Bd. 0 TOWN OF 50UTHOLD 1/2 Round Z-2xI6. C.J. Window el / 1 : Underside or 5CTMS 1000-10-10-21 (3) 9 1/2": % 12 /// / .......... Alum. Gutter 14"od., Head LVLAFIosh)-- - . ............... H 9' Flat Ceiling /y i9 .................... ................................... IxL T(G Soffit ..........4, ...... ................... ......... ............... .................................................. ....... iii (2) 14" LVL Hdr. ARCHITECT: IxS Freize Bd. JUPPER HALLj IN B� TH' HER I MASTER BEDROOM 61/ a111 31 011 14, % . .......... 0. /_O" -0, . -;()'# FREDERICK R. WEBER )ON 41, IN 4' 13'-O" 40 2xI0 R.R., 1(." oc 1'-4 41 EAST MAPLE ROAD Cror in ow 12 12 12 GREENLAWN. NY 11140 0 C14 Head 12 "Squash Blocks" 4 4 52 NOYAC PATH Under Bearing Wall 4 WATER MILL. NY 114116 Hurricane Straps on 2x8 RR, 14" oc to C"144 2x8 RR, 19" oc Ix8 Fascia Bd. [-Joists, l4o"oc n wd. Subf a All Rcof Rafters 10" Hurricane Straps o 3/4" pig loor TEL 631 "154-5555 All Roof Rafters 314" Plgw'd. Subfloc- Walls (79pical): fweberarchitectggahoo.com 2XIO C.J., 141, 0 c ---------------------- 2x8 CJ, IC 990 Ais �L C 111/8" I-;Joists, 10oc 9M, Red Cedar 2X8 Cj, 14' oc �N i, Al- Shingles 4 Felt x U. Kitchen F__1_T 7-71 ------Y6" Roxul ln;i �(_3) II All Flp'or5 for Exhaust Sound 'Proofing \\-(3) 11 1/8" XL..Fj ......................... .. ...... ..........Sound:.P.roofjn.g ............... . ....... ...................................................................... ....... 2" Studs, 10 oc ......................................... ................................. . I loc All Floors for LVL (1`60 5/8" Plywood Sheathing Ell I I LVL Hdr. New 2" Closed (2) If LV.�,Hcr. UP Ihets, Cell 5prag Foam HodI I PORCH FOYER CHE OD NG�ROOM Insulation (RI11, - �N.• I LIVING/DINING New 3 1/2" F.G. FDEN] Batts (R13) Ref. Flo 8,_IO" 6/8" Ggpsum Bid. I W.0. 11-0 21-0 31-0" b 11-0" T-8" 4" : LI (2) 2X6 Sill IF (2) 2xI0 Girder (2) 2xI0 Girder (Pressure Treated), (Outside Post), - Copper Termite (Outside Post), Thru-Bolt wl Thru-Bolt wl Island Shield wl Sill Seal 4 (2) 3/4"o Bolts 5/4x4 1pe (2) 3/4"0 Bolts 5/4A 1pe 2X8 E 6" "Roxul" 9/8" x IV Anchor 0 "Roxul" 2x8 fE, Decking Insul. (Tgp. 3/411 Decking Insul. Plgwd. Subfloor Bolts, 32' oc, w/ (Tgp.) T7 LSquare 2'x2" Washer E=1 - - - - - - - --- 2xlO F.J.. 14"oc 99M : ------- REV.: AUG 14. 2019 2x8 D.,L 16"oc 2 x8 D.J., l4o"oc eari ------------------------- LIx3 X-Brdg. 2* Foil-Faced Bearir 4 9 n,�E wl 6X4 I I LXL Post GaIv. It C141 Nail C,4 td Insulation ? I DATE: JULY S. 2019 9 M dspan (Tgp.) r IE (Bolt) I*!. A.B. 9p.) R Post GaIv. IX3 X-Brdg. CRAWL SPACE WF Beam w/ 2X4 Ig W/ P. Conc. Pier A.B. (Tgp.) Mid5pan (Tgp.) Lattice HZ 81-51, Lattice Hanger ("Thermax"), R13 8W on Footing CRAWL SPACE 1 III 4 51-8. Tape Joints Hanger 12'-8" 14'_0 SCALE 1/40 I'-O" Ill-4" �41-Conc!\_Gravel, 1 8" PI Conc. Found. Wall 3" P 3" P.Conc. Slab c.\ <--Pier Weed Hat I w/ 45 Bars (Top ( Bot.) Conc. Gravel, Conc. Slab -------------------------- I Pier—...—Weed Mat 1 —.—.—.—•— -—.—.—.—.—.—.—.—.—.—.—.—I. ..—.—.—•—•—. -7- —•—•—•—• -— —•—•—•—•—•—•— t 44 Bars 32"oc Vert. .. .............--—-—- ...... -—-—-—-—--- -—-—-—-—-—-—-—-—-—-—-—-—- JOB NO: w201101 L Mil. Vapor I Mil. Vapor J I Retarder 44-dars 32"oc Between I Retarder J Below Slab Footing t Found. Wall Below Slab DRAWING NO. •• L L i �1 20"x12" P. Conc. Footing T L --Jl L _j L wl 2" Keyway and _j (3) US Bars (Cont.) il. US Bars 24"oc Across SEC TIO N Footing Width SECTION (cc A7 1/41, 11-01, I/4" I'-Oil OF A9 (3) f" LV 00 ON 2 �2' R( -4 alteir, 2 Veneer Battery Setback back y t Core Face 15ul. IT, F I N I S H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS _ e FREDERICK ., --,o ., _ aROBERT W lu LU 4jv v7 v7 v7 S a N w � WEBER ro to O > < i rr m U O y O w o o �, w v w X v W o °- i 0 0 z < v U ED Nle¢ $ m W m U > m w ~ w „ X ti w m z m �_ Z cL Q Z o CZ m z w U �' ''' ARCHITECT Q J J \ Z _ —� Q O = O W z o~c o~—c p O }- W ji= li= z0 a O o O F— a m u, U ao �r i— U z U n �r z fA > i= F- cn z U fA F-- z `r FOYER I ® I ® I I O 1 ® 1 O ® ® 1 1 1 8'-6" Vert. Bd. (66" Hgt) \ HALL ® ® ® I ® 1 0 0 0 10'-O" Wall Paneling (38" Hgt.) `r DEN ® 0 1 ® ® 0 �[ KITCHEN 10 1 ® ® 1 ® ® I el 1 ® 1 10'-0" OBUTLER'S PANTRY 0 0 1 ® 0 0 110'-0" a DINING ROOM ® 0 0 ® 0 LL. LIVING ROOM ® I ® 1 0 O 0 10'-0" j BATH I lo I ®I I 1 0 C) O 10'-0" LAUNDRY I 8 © 1 ® 1 0 ® 0 8'-6" COATS 0 101 1 ® O ® 8'-6" BEDROOM I ® ® I 1 14) 101 1 0 10'-0" MECHANICAL 11 Cel 18 O 0 l0'-0" 5/8" Type "X" Gyp. Bd. e G . GARAGE O © 100 ® 5/8" Typ "X" yp Bd. Varies r, FRONT PORCH ® 0 O 1 ® 10'-0" w SCREEN PORCH 0 10 © 1 0 10'-0" 3/4" COVE 4 1/2 " COV E REAR DECK © O 0 1 FULL SIZE MAIN STAIRWELL 0 0 O O ® O O 0 Varies Wall Paneling (38" Hgt.) FULL SIZE W UPPER HALL O 1 1 101 1 ® 1 1 O O O O 1 9'-0" Wall Paneling (38" Hgt.) ALCOVE O ® ® O 0 1 19,-0.' LINEN 0 ® 0 0 ® 1 9'-01, Q MASTER BEDROOM ® O 0 O O 9'-0" DRESSER-HER O ® O O 1 O 9'-0" LL WIC-HER ® lei O ® 1 L__ 0 9'-0" Q M BATH- HER 10 O 1 1019'-018 ZDro w tY DRESSING- HIM ® O O +E3 ® p CI 8'-O" 9• (For Ducts) 5/4 CAP WIC- HIM O D 0 A 0 9'-0" MOULDING 1.4 M BATH- 'HIM 110 1 0 ® 1 ® 1® 1 1 191-00$ BATH 2 0 ® ® 9'-011 BEDROOM 2 ® 10 1 0 0 ® 9'-011 COVE OC CRAWL-SPACE O O ® O DRAWING TITLE: MOULDING MOULDIN � 3/4" FINISH SCHEDULE 5/4 CAP LU NO MOULDINGS V I . 38" HEIGHT (TYPICAL) FACE OF COVE COVEcoVE WALL-� JOB: Ix6 HORIZ. Ix6 TtG LEITCH BEAD BOARD SHIPLAP V-GROOVE RESIDENCE W/ NICKEL VERTICAL B WIDTH, JOINT BIDW/ (OPTION 1950 CLEARVIEW AVE. BACK B � CB) BAND 3 1/2" W/ BEAD) STILES f 1 SOUTHOLD. NY / RAILS TOWN OF SOUTHOLD 5/gSCTM# 1000-10-10-21 GYP. BD. `r ARCHITECT: J; - r c0 „ FREDERICK R. WEBER 1/441 BACK-jBAND I/8" I/ VENEER GG EAST MAPLE ROAD REENLAWN. NY 11140 PLYWOOD 3 I/2" NOTE: 3/4" 52 NOYAC PATH ALL ELECTRICAL RECEPTACLES WATER MILL, NY 11916 TO BE INST LLED HORIZONTALLY BASE WIVDOW 3/4 WINDOW/DOOR MOULDING (UNLESS OTHERWISE TEL 631 154-5555 NOSE NOTED) fweberarchitect9gahoo.com HEAD CASING— TYF'. _ \ COVE Half Full Size Half Full Size PANEL r SEAL: MOLDING 5/4 4" SQUARE EDGE ` SILL / / 1„ 1- UNDER RECEPT CLE OVER SHdWER CURB, t { 2 3/4" x 4 1 2" W. CABINETS, Ix8 Ix8 5/4x8 5/4x8 BASE BASE BASE BASE ITYPICA ) CLOSETS, ETC. v,^r COVE N Note: \ M \ cel Where Window Shcs - Occur DirectlySHOE Above Countertops, I/2" I/8" I/8" I/ MOULD REV.: AUG 19, 2019 11 Eliminate Casing and - Extend Backsplash to I/4" f4WIDTH AS REQUIRED I/4 Underside of Sill SHOE OUL DATE: JULY S. 2019 \ SHOE SHOE SHOE SHOE _ WINDOW SILL— WINDOW 3/4' CASING m SCALE : AS NOTED ELEVATION SILL MULTIPLE UNITS JOB NO. w201101 3" = I'-O" Half Full Size Half Full Size 8" BASE (T hIlial) 4., BASE ( I hhlcal) h' �r DRAWING NO. FULL SIZE FULL SIZE HORIZ. VERTICAL PANELING BEAD BOARD BOARDS BOARDS 8- Half Full Size Half Full Size Half Full Size Half Full Size OF A9 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x b TIE 9 EACH RAFTER FREDERICK Joint Description Nail Sizes Nail Spacing ROBERT ROOF FRAMING WEBER ICE SHIELD UNDERLAYMENT HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter REQUIRED - 24" FROM EDGE TYPICAL. CeilingJoist to To Plate Toe-nailed P ( ) 3 - 8d per joist Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ARCHITECT ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4 - 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING 1 Top Plate to Top Plate (Face-nailed) 2 - 16d ' per foot Top Plates at Intersections (Face-nailed) 4 - 16d joints-each side SIMPSON H2 HURRICANE CLIP NAILED. FROM PROVIDE 8d COMMON M5T31 METAL STRAP Stud to Stud Face-nailed) � 2 - 16d 24" o.c. 9 ALL JACK POSTS Header to Header(Face-nailed) 16d 16" o.c. along edges RAFTER TO STUD. - NAILS 9 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. SHEATHING TO LAP TOP 2 - 16d per 2x6 stud WALL PLATES 2 - 16d per 2x8 stud APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Bandjoist,End joist or Blocking (Face-nailed) 2 - 16d per foot EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS TYPICAL FLOOR FRAMING r � MST31 METAL STRAP �••/ 9 JACK POST P ( ) 4- 8d per joist M5T21 STUDS Joist to Sill , To Plate or Girder Toe-nailed Bridging to Joist Toe-nailed a 9 9 ( ) 2 - 8d each end w/ 4 - 8d NAILS 848" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end r . EACH END - TYP. SIMP50N M5T21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block w I I/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist Q MAXIMUM. Band Joist to Joist End-nailed FLOOR JOIST Band Joist to Sill orTopPlate Toe-nailed 3 - 16d per joist P ( ) 2 - 16d per foot T� DOUBLE TOP---' PLYWOOD SHEATHING ROOF SHEATHING v-1 PLATE. TO OVER LAP BOX HEADER 2 x b 914" O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone STUDS SIMPSON M75A 18-Z W/ other 6" o.c. edges of (4) 8d NAILS TOP t panel , 12" o.c. interior BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support 1" x 10" or wider 3 - 8d per support CEILING SHEATHING Gypsum Wallboard 5d 7" edge /10" field SIMP50N MTSA 18-Z W/� Sd NAILS TOP t WALL SHEATHING(4) BOTTOM 9 32" O.C. Structural Panels 8d (see table 3.9) SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ Fiberboard Panels (4) 8d NAILS TOP t (0 8d NAILS TOP t 7 /16' 6d 3" edge /6" field BOTTOM 8 32" O.C. FLOOR JOIST BOTTOM 9 32" O.C. 25/32 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE ••.; TOP OF FOUNDATION 8d NAILS 8 4" O.C. .. - - _ _ = Gypsum Wallboard 5d 7ed e 10" field DRAWING TITLE:(SHEATHING TO LAP SILL PLATE) ;t•J:•✓ s e 3.9)BAR or oard Particleboard Panels 8d see table CODE OETAIL5(2) 2x4 SILL PLATE Diagonal Board SheathingCOPPER TERMITE SH A Q TREATED. " (T P.) :f' :1• r1 fr n / ILL SEAL Y w 5 rfy x 6 r 1 0 1 x8 2 - 8d per support :tt N P PP N N t'ti M iK: I I r1 x 16 A.B. 2 0 C. 5/8 3 :•�: 's`• '�• :';• 1 or wider ''���:� 3 8d per su PP ort EE FOUND ATIO N DWG. w/ 74"6/10/Ib WASHER.FORDESIGN/REIN FORCING (HOT DIPPED GALV. OR `sem' � �.: •{ •r•,•: ` %V• f•. •�•• FLOOR SHEATHING I TH N G l STAN SS 5 ISOLATE WASHER FROM Structural Panels SECTION SILL PL W/ FELT STRIP E L EVAT I O N 1" or less 8d 6" edge /12" field greater than 1" 10d 6" edge /6" field Diagonal Board Sheathing JOB: 1" x 6" or 1" x 8" 2 - 8d per support " LEITCH I - HOLD DOWN + SHEAR CONNECTION CRITICAL PATH ," x ,0arwider 3 - 8d per support RESIDENCE 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall 1950 CLEARVIEW AVE. be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. 5OUTHOLD. NY 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 - 16d nail per foot. 5CTMu 1000-10-10-21 PROVIDE 8d COMMON NAILS 9 4" O.C. AT ALL HIGH PRESSURE ZONES . , . . + , . • , • ARCHITECT: . . . . . . . . . le ' • ' ' ' ' ' • PROVIDE 8d COMMON NAILS 9 4" O.C. FREDERICK R. WEBER 'yam . . . • AT ALL HIGH PRESSURE ZONES 41 EAST MAPLE ROAD NOTE: HIGH PRESSURE ZONES ARE ALL AREAS GREENLAWN, NY 11140 4'-0" FROM ANY RIDGE, HIP OR GABLE END 52 NOYAC PATH DESIGN CRITERIA: WATER MILL NY 11914 GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 154-5555 Gable Bearing Wall Gambrel Roof ----------- 1 1/4" x 20 GA. GALV. STRAP I I/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 34" we erarchitectayahoo.com L w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY �, EACH END 914" O.C. EACH END 914" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: , PROVIDE 8D. . . . . '� , WIND SPEED - 130 MPH .'.'.'.'COMM ON'NALL'5.'.'.'.'.'. I 11/4" x 20 GA. GALV. STRAP •94"• OE•AT ,ALL• ea I I I/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - 8 ICE SHIELD UNDERLAYMENT REQUIRED - YES OTHER'PORTIONS' ' ' ' ' ' L �� w/ 5-8d COMMON NAILS TO w/ 5-8d COMMON NAILS IN FDN. 916" O.C. EACH END 910 O.C. sI Ride Ridge ; �_ DESIGN CRITERIA: II PROVIDE 8d COMMON NAILS 9 4" O.C. �I._---------- ``' AT ALL HIGH PRESSURE :ZONES a; DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME L �7I CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. PROVIDE' 8D . . . . . . . . \ea y I II. . . . 64"•OC-AT- ALL . . . . . I `7J: tr I,. . . . .OTNER'PORTfONS.'. . . . . .OR -ROOF.(TYP.) • 2. . -0" MAX . ���•*�,'•,>° I: t �yx WINDOWS - GLAZED OPENING REV.: 2'-0" MAX. ;.,. Gable�`� "---------B-e--a-ri-ng WallGamb el Roof -------------- _ DATE: 2 8d COMMON JULY 8 2019 NAILS TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE y SCALE: As Noted IIPROVIDE 8d COMMON NAILS 9 4" O.C. ° , ��z� PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM "AT ALL HIGH PRESSURE ZONES �`>� `' E 1996 AND OF ASTM E 1884 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: w201101 br RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS " ------------- ------------------ OF 1114" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING t---- ':- --'------------------ 3 �1 "PROTECTION. ATTACHMENTS SHALL BE 2 1/2 48 WOOD SCREWS, Ib" OC DRAWING NO. FOR SPANS UP TO 4' AND 12" OC FOR SPANS BETWEEN b' AND 8' ROOF FLAN_ ................ 1/8" = F-0" GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A9 OF A9 -------------------------- FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD FREDERICK TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. ROBERT 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS. 9'-0" AND OVER WITH TRIPLE UPRIGHTS. WEBER ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL i 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. ARCHITECT i 0 I 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. I S. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. i 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. i 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 6i 4" O.C. EXTERIOR EDGES AND 0 a 12" O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS B SHALL BE REQUIRED AT ALL LOAD AND BEARING `POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. A� 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81 . I i C Al PROVIDE "SIMPSON' PHD5-Z HOLD-DOWN FROM STUD WALL/WALL PL. w '------------- -- -------- TO FOUNDATION WALL 0 PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL 1 (3) 9 1/2 LVL (3) 9 1/2" LVL (3) 9 1/2" LVL I i 1 _ _ I ® INDICATES MULTIPLE STUD BEARING POINT ((3) 2x6 in 2x6 WALL, (4) 2x4 IN 2x4 WALL, Tgp. Unless Otherwise Noted) �7 11 (2) 2x4 Between O T II 1 WINDOW SCHEDULE II Multiple Window Units i II to Allow Trim as 'Unit" 1 kl I Area r'� urnt Model it R.0. O n Egressw P 9 I � I I 2x10 C111 `9 `9 ii�2x10 C.J I ® ADH21014 2'-10"x T-4" Yes 16" oc I ADH3058 3'-0"x 5'-8"' Yes ADH2848 2'-8"x 4'-8" No iv I T oil U \��:o U O // ci Oil �' i OD ADH2448 2,_4,Ix 4'-8" No I I O \ 0 0 �,,' O �_11 m l � i� �/ + i O AAN2020 2'-0"x 2'-O" No II 2x10 R.R., 16" oc 2x10 R.R., 16" oc II ADH3250 3'-2"x 5'-0"' Yes 1.4@ ADH2648 2'-Vx 4'-8" No I HO ACW2648 2'-6"x 4'-8" Yes (3) II 1:/8" LVL 11 l3) I (3) 14"\LVI' (3) 14" LVL II (3) 9 - LVL --- -- --- --------------� " , -:--- ----- -- --- -.—_'= —.— --. —.—�- I O ACW2634 (AI 2 -6 x 3 -4 o I (Dro ) (Drop') (Orop1" "' 6 x 3'-8' DRAWING TITLE: ... ACW2938 (Alt.) Q\ jI �, i • l2} II 1/8" LVL K APW4448 4'-4"x 4'-8" I --------------- I!I I O APW4848 (Alt.) 4'-8"x 4'-8° No 2ND FRAMING (IST FLOOR) � I "�' °D I. III 2x8 R.R., 16" oc Model Numbers Refer to "Andersen'" A-Series, I> ���L r II a i o 1 . I Low-E4 w/Ar on Glass t>< = I,p ; O : _ I ► 2x8 .J., 16" oc I 9 I\ ` x I u ch m i -------------- — xC14 00 I I > I 1a- (2) 2x4 Between I J O q I I < S 1 DOOR O I\ I^ Multiple Window Units `�1 I l cv ; a _ � � I I ¢ �i I SCHEDULE 1�' to Allow Trim as "Unit" n I „ i i m i m I!I ;r- I \ 1 - bo JOB: I � � I s � \ > r 101-0" r= ; - N _ > I I N 1 urnt Model u LEITCH � � 111 ho I Width t Height qj I 1 Ii r r I I I I I Front Door $ Sidelites 3'-4'x 8'-0" (Door) RESIDENCE I- f 1 (3) II 1/8 LVL (Flush) _ _ j i j N O ("Simpson"- Custom) (2) I'-2'x 8-0" (Sidelight) --,I Beanng r i i v y I O kerma-Tru", CCA8220 3'-0"x 8'-0" (Door) 1950 CLEARVIEW AVE. 6 - ______ -2 = I I Classic Craft American, Outswin J. u I - - --- ,4 ----------- -----i_1 I SOUTHO Y I 1 ant i �i I . I I A LD, N -- I 1 Andersen FWOD29BOAL 2-9 x 8'-0" TOWN OF SOUTHOLD I. (Above) d �- ------� 1 I „ " Al I� _-n I II -� : „ (2) 14" LVL l2} 14i LVL 1 1 Al O _ _ _ > _ I Frenchwood Hin ed Outswin Patio Door (R.O.) — -- 1 9 9 SCTMst 1000-10-10-21 1 (6) 2x4 l2) II /8" LVL :' 1 � � o __, .—.— „ ,_ . 1= Pot II I II Zl, : �, I .I I ® Andersen FWHID5480APLR 5'-4'x 8 0 I Frenchwood Hinged Inswing Patio Door (R.O.) c� I I I r I > III g g ARCHITECT: Via- j Drop , �I _ N I 5 Andersen FWGD91080-4 9-10 x 8-D ly I Ib , Framul for g _ __ I I . I I O Frenchwood Gliding Patio Door (R.O.) 2x8 R.R., 16 oc 1I Alcove I - I I i -� (2)2x6 : __ 6- 1I I "Therms-Tru", CCA8220 , FREDERICK R. WEBER 2x8 C.J., 16" oc 1 Above I Studs I • I I 6 3-0 x 8'-0' (Door) " " I > I I O Classic Craft American, Inswing 41 EAST MAPLE ROAD 1 ( Truss - See Section AA) 1 -----+ > i g GREENLAWN, .NY 11140 1 II (2) Il 1%8" VL I I a I �-___? (Flu . l - i i 1 O 52 NOYAC PATH Bot. of Gir er I. I I WATER MILL NY 1191L o � T- I 1 I to Align w/ I -' ------ 2 > = I I I * Verify Operation I Bot. of F.J. m I. __—— 7-7777 1 Alcove Ab a I I 1 _�L TEL 1.31 154-5555 Bdt. of am I- - I _ III I fweberarchitect'�yahoo.com / I I9 1/2,;*" /2 L J.,'•I6 0 _I 2x6 F. I oc 2x6 F.J.. 16 oc r---� 6 I • I Oi I' I Cantil ) I Top or F. 9 I Top of P.J.a - 1 r I 1 I cv I I 1 I SEAL: f� > II cn Landin g cc Landing :H t. I I I III I cv I _ I. I J 2x8 R.R.. 16" oc 1 ---------- x 2x8 �_ II M I C.J., 16" oc LO r 1 I �j, o I F �- (3) 11 /8" LVL (Flush) I 1 �1 �� 4 r?gle�I I (3) 9 1/2" LVL (2) 9 I/2 LVL u Bra kl is 2x-d C.J., 16" ocry I I J (2) 2x8 C.J. i I U U I' ao U °x° x 00 ,o I I m I N " � " N 1I I I (2) II 1/8 LVL (2) II 1/8 LVL —.—.—.—.—.—.—.—. --- -——:—_:—:-. -—_———_ —.—.—. --.—.— ——_—_ —._. _ ------=------ ------------- ------------= 1 REV.: JULY 24. 2019 (2) II 1/8" LVL (2> 9 I/2" LVL ----------------------------- (3) 2x6 Pressure Treated DATE: JULY S. 2019 Post w/ ABA49Z Post Base SCALE: (Block out), Stra to Header, lT p.) B JOB NO: w201101 Al C Al DRAWING NO. 2ND FRAMING ( 1ST FLOOR ) st 1/41$ it-Oil NORTH OF 52 FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD FREDERICK TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. ROBERT 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-0" AND OVER WITH TRIPLE UPRIGHTS. WEBER ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 9" WALL OR AS SHOWN ON DRAWINGS. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. ARCHITECT 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 4D a 12" O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM, JOIST SHALL BE REQUIRED AT FLOOR B PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. Al 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81 . C Al 12'-0" 30'-8" 12'-10" 0 PROVIDE 1/2" PLYW OD (ONE SIDE OF WALL FOR SHEAR WALL W ------------------------------------------------------------ ® INDICATES MULTIPLE STUD BEARING POINT ((3) 2x6 In 2x6 WALL, (4) 2x4 IN 2x4 WALL, Tgp.'Unless Otherwise Noted) WINDOW SCHEDULE � I I V 1 I I v 1 I I Unit Model n R.O. Opng Egress W I I ® ADH21014 2'-10"x l'-4" Yes I I I 1 I I I I © ADH3058 3'-0"x 5'-8" Yes ROOF I I © ADH2848 2'-8"x 4'-8" No I I O D ADH2448 2'-4"x 4'-8" No I I I I I I O AAN2020 2'-0"x 2'-0" No I 1 t F ADH3250 3'-2"x 5'-0" Yes I I O I I I I I I OG ADH2648 2'-6"x 4'-8" No I I (3) 2x6S ACW2648 2'-6"x 4'-8" Yes 1 ---------------( -= ---- ---------- l l2> l I/4" LVL (2) (/ " LV1L -- - 2) 9 Id " LVL _L------------- J ACW204 2'-L"x 3'-4" No - - - - - - - - - - - - - -- - - - - - E9" --I_ _ - _ _ _ _ - _ - _ ;...j 0 ACW2638 (Alt.) 2'-6"x 3'-8" DRAWING TITLE: 1 1 I I I ,iOIF I - -] I I - - - +L� I I I I I 2xI0 R I�`°����� j I I APW4448 4'_4„x 4'-8” I 1 I : .Ii'p III IIII III " J, I I K I 0 APW4848 (Alt.) 4'-8"x 4,-8 No - - - - - - - - - - - - - - - - - I I I tI(� I I I I II I I 16 0� / — — — — -- - — — — I i I I i.l 2ad0 R.RI I I 2x10 R.R., I6" oc l 2x10 R.R., I6" oc III 2x10 R.RI I �'�\�/ j i ROOF FRAMING I 1 1 I I I 14'. 1 I I 11 I (2) 2x I etween I I 1 1%.h6�11 I / 'ill, 16" o III �� J� I I I (2ND FLOOR) j l Multiple I indow Units 1 I I 1'I :Lo I " �• l I �J I 2 8 C.J., I6 oc I•I I I•I I I I to Allo III rim as Unit 11 ! I l i �� I I 1 „ I �, I II III I I Model Numbers Refer to Andersen A-Series. 1 1 I I I I o U IIII I I o I I I I I I I'll 'I u I 0 61 IJ 1 1 o III ` � •'III v l � Low-E4 w/Argon Glass IIII /I• I I I � I I I I :9 � 1 1 ,i `s �� I I•I •. � ).• I,. v l I•11 .•'• /.,.•I•I I I J I I - I I I I ��1 I l = ac E 1 I Lr ?) 91.1%2" LV _ ROOFlu- I i I U M 1 1 I :rul I I< in'tly�. , Wvato-1 Gam rl 1P�ch Change) DOOR SCHEDULE 1 I I I ml IT I'l v •'191•' 1, ., 1 I� i...l I> I I -0 0- - - - - - - - - - 7 �� O 04 O :�III� Illiv��+/� - 1 baa .�i_rlll � m1I1a O p �I I JOB: F -x - - - - x: r14 ?1 I -► I I°' '. �� I �J��� i �I IN I l i X x J1 I Ln I 1= I IIIc - III , J IIIc > III-, 1� NI Ica I Im �Ld ^� I :/ . aoI'I a -� I I E v I I 1 Unit Model g Width t Height LEITCH Front Door t Sidelites 3'-4'x 8'-0" (Door) RESIDENCE I I r I �I•lo - I• Io '•.. �'•. / I•I � I•I r- I I 1 �� ,�_ t (3) 9 1/2" LVL (Fllush) I I -' I I I-� 1 .'/ . =l I I o l O -2'x 8-0' (Sidelight) 1 0 0 I I I` I ( Simpson Custom) I '•i•.' �; cv I r ------- .—._. i<11 IU] chi IW '•.. I'I I'1 I I ,� , 11' - 'I `III- -- III / cel I I ,�,I I Im l I O herma-Tru', CCA8220 3-0 :x 8'-0' (Door) 1950 CLEARVIEW AVE. I I I I I I I Bearing Wall Joist I 5'-0" Overla Roof a► -- T " I I' 1 y �I Overlay Roo( 11 5 -0 I I I Classic Craft American, Outswing AlIll 1 I I I 1 l -H-- ---- -- Han ers r SOUTHOLD. NY LVL Ride 1 l l III I " Il 1 1 I I I '°` Al I L _ _ _ _ - _ - J L - - - - - _ J L•_.._._ �_ ------- --- - ------- -- =----- ----- 1----1' ------ _=1_ 11 1/8 LVL Ridge! --- -� I "Andersen" FWOD2980AL 2-9"x 8'-0" ao I r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 L Ind f� 4 Fl�r.-- _1_ _ _ _ _ _ _ _ _ _ _ ,•••I A� Frenchwood Hinged Outswmg Patio Door (R.OJ TOWN OF SOUTHOLD 3 i 1 I I Bearing all F _-, 1 1 J ` _ _ _ _ _L _ _ _ _ _ _ _ _ _ _ ... s SCTM 1000-10-10-21 i I BLtpring Wall 1. I I1 I I I (4) 2x I I- Bearing Tl I I 4 "Andersen" FWHIDE480APLR 5'-4"xc W-0" Studs,-=I O Frenchwood Hinged Inswing Patio Door (R.O.) I I �1'I� TOOverla Roof l Overla R�f li I I = 9 9 e 9 i�: I �`i� 9 04 w ml I I_ -' ROOF i_` I I li I i m ¢ baa`�.��../ I I ! L��^/ ' I ?i I i E I i i O Fren"Anchwood1 1P nGhd Gliding Door 4 R.O.)'x e'-0" ARCHITECT: 1 ISI la- J ��J��Z�'/•. I I 1 .��d// yID N I l "� `�I I ( o r I� I U I;�I I I� > �Py � �I I l� 1 ! I O 6 Therma-Tru , CCA 3,_O,ac 8'-0' (Door) FREDERICK R. WEBER 1 Ir t — -o- �— _ 0 0 111 1= 1 I ® 1 1 -1'1 1 I I Classic Craft American, Inswing 41 EAST MAPLE ROAD I I L - - - 1 I p11�___=JS`+1 I Im oo - m 6"I I I-� o ° I I I GREENLAWN. NY 11140 I In s I :9 :o -x41------� ml*I a-I I i-6 -. 43 I (2) 9 l2" LVL 1 1 I 0 52 NOYAC PATH I I Gambrel Roof n' ' I N I f,1 I o t. 0D 1 1 I. - I I WATER MILL. NY 11911. I I ih `II ! ml I Im c� I cn am r itc Chan I Overhang I I n= U I - n I a-,4> �'' tYI T.- \.•_1� Verify Operation I I I O pU Ngo I \ TEL 1.31 't54-5555 ,�`, 1 I 1 1 c� n i N cy �� I 2:10 C.J!, IV o 1 I I I I I fweberarchitect9gahoo.com '3n 6 R R I xl I 1 i V 11 1 2 0 R.R., I6 R.R., I6 do ( 2x10 R.R. SEAL: . I I -+-�, " I L B• I I • 1 16" oc I I I�f I6 oc/1I I I I I y I 11 1 1 •k'(.• I I I I I•I n I I I 11 2x10 R.R,'�IV oc/ I ,••,I I I 1 I I I I _ . - I I : 1 L 1 ____(2) 1 1/4" --- LVL I I (2) 9 1/2" LVL _h_(3) 2x6 (2) l 1/4" LVL f2) 1 1/4" LV 1 �r----------------- - -------- ----------!----------- -------------- Studs ! I I I { 1 1 I 22'-8" ROOF II O Oi I I 11 r I I I I I I I I ( II II II I I I I I I I 1 1 - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -...- - - - - - - - - -- - - —... - - - - - - - - - - - - - -...- - - - - - - - - - - - - - -...- - - - - - - - - - - - - - -...- - - - - - - - - - - - - - :...I AUG 19. 2019 ----------------------------------------y----=------------ -- ------- REV.: JULY 24. 2019 25'-2" DATE: JULY S. 2019 (Gambrel W dth) SCALE: 12'_0" 43'_6" 1'-0" B JOB NO: w2011O1 Al C Al �d DRAWING NO. A�11 ROOF FRAMING ( 2ND FLOOR ) S2 1/411 _ 11_01, NORTH OF 52 ----------------------------- FREDERICK \�`,\ ROBERT ELECTRICAL SYMBOLS WEBER �. A I I L I A N C E S : SYMBOL DESCRIPTION � � Qp DUPLEX RECEPTACLE OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR ARCHITECT I- COOKTOP: 36" INDUCTION COOKTOP, WOLF MODEL C1365TFS, ELECTRIC W.P. DUP.REC.-WATERPROOF Root 3" 'L=3" 13" 1 2- COOKTOP: 15" PROPANE COOKTOP, WOLF MODEL CG152TF3LP GFI DUP.REC.-GROUND FAULT Jf L ----------------=I ----- J L ----------- -tr----------------------- --------- 3- BLE WALL OVEN: 30 DOUBLE ELECTRIC WALL OVEN, WOLF MODEL D030TMSTH ® DUP.REC.-FLOOR j I 1 i 4- REFRIGERATOR: 3611, INTEGRATED OVER—t-UNDER REF./FREEZER W/ ICE MAKER, SUBZERO MODEL IT-36CILH 1 ------------------ 2 1/2" 5- DISH WASHER (QTY. 2): MIELE MODEL G 6185 SCViSF, ELECTRIC t PLUMBING Qr DUP.REC.-(I)SWITCH OPER. 6- WARMING DRAWERS: 30 WIDE, DACOR MODEL IWD30, ELECTRIC, IS AMPS DEDICATED 1 2 I/2" I III_------_ __—I__ __�_____ 1 ---T --�------ , I I I I I I I I I -I- KITCHEN HOOD: EXTERNAL BLOWER (ATTIC), 1200 CFM SPECIAL OUTLET I I I I I I I I I 8- WASHER: FRONT LOAD Bath 2 1 1 1 1 1 I1. Ba+ Her I 1 B1ath- His 1 i 9- DRYER: ELECTRIC DRYER I 1 11/2" 211/2" 1 Lf2" 211/2" 2 1y21 " 1 lyI 2" 211/2" 1 IY2" 1 U'2" 1 I/2" 211/2" 1 Iy ' 10- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE O SURFACE MTD.-CLG. 7 ( 1 I i I M�. 1 1oP SURFACE MTD.-CLG, (Porcelain) IRECESSED-CLG. IWALL MOUNTED 2nd1 I ----------- 1---- ---- -- i——�——————— " II 11 11 II " "211 4---- 1 1 2 --3--- 2---- 2----------- 2--- 3--- I 1 2DUP. FLOOD --�C.O. 1 1 C.O. 31, 04 HIGH INTENSITY. SWIZEL, RECESSED 1 I 2 I/2" 2 I/2" .rt_-_ 2 I/2" -------------------- ------- -------------- -- --------- 0 CLOSET LIGHT w I 1 1 I 1 Butler's I sQ SHOWER LIGHT (Wet Location) UNDERCAB. FIXTURE I Bpth I I Laundry I I Kitchen I Pantry I ® ® DOORBELL/CHIME 1 l 2" 2 12" I ly2" 11t " 112" 1 1�2" 1 WT 3 �------------------------- I 1 I I I I F.A. I ' ❑F EXHAUST FAN I ' W 1 DW I D W ' r 1 w.P. I I I I Ist floor i 1 i 1 3 � + PADDLE FAN --- --- --- --- ---- -- -------- -- --- -- ------- --I I 311 I 1 2N 211 121, 211 2,1 I I 1 1 I " ^,_2,1 HAse _______ --� 1 3 -2 5 5 -10 5 -10 �, -10 /, Bid --- ------- ------ --- --------- --- --------------------------- PADDLE FAN / LIGHT C.O. ' i j � Building Drain, 4" Diameter, 1/8" per Ft., Min. Pitch To Approved Sarntary � 1 I ATTIC FAN Crawl Space ------------------------------------------------------------ Sjstem__ I j sP SPEAKER I ' I M PLUMB( I}�I G SCHEMATIC NOT TO SCALE i Chandelier Chandelier 0 TELEPHONE I i O CABLE VISION I v 1 © COMPUTER (Cable t Phone) I 1 1 I H❑ LIGHT W/ HEAT/FAN/NIGHT LIGHT Q THERMOSTAT W ' FAN/LIGHT 1.4 j SMOKE DETECTOR I ° 0 0 nnection ane0co CARBON MONOXIDE DETECTOR �- ----- ---- ----- --� 4& P or Grill ------- SWITCH 0 --- --- -------------- I Hose' ------ --=-- ---- --- -- --- s °--------------- 1 3 SWITCH 3-WAY BibI 3 •. O - -ft i $ .� SWITCH 4-WAY DRAWING TITLE: -------------- NOTES : I i T 3 ° i 4D SWITCH W/ DIMMER ELECTRICAL ELECTRICAL I�l O T E S : � � . i $ w SWITCH WATERPROOF WIST FLOOR 1I I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. I JS JAMB SWITCH 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. LLi i KP KEY PAD 3- DUPLEX RECEPTACLES TO BE MOUNTED HORIZONTALLY AND CENTERED IN BASEBOARD. PLUMBING 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 1 ' ___P�b Penant__ ---- _ LL 1 EX EXISTING -- I MECHANICAL 5- ELECTRICIAN SHALL PROVIDE t INSTALL ALL HARDWIRED SMOKE t CARBON MONOXIDE DETECTORS, 1 F `;' 4& ALL CABLE TV OUTLETS AND ALL TELEPHONE JACKS. 6- ALARM CONTRACTOR SHALL PROVIDE t INSTALL ALL SECURITY f LOW TEMPERATURE ALARMS 1 0LL i Sink ; DW WITH CENTRAL STATION MONITORING. 1 CO o i JOB: 1- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. 1 a C andelier I 8- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. i Q LEITCH 9- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. 1 Hood (Ex aust 1 RESIDENCE I Tv, T-2" 1 LCTfi� IC �4LIXTUfi� S : 1 ,",_ __ Fan 1 AFF _-_-- i, I Ree Induction Prop ne 1950 CLEARVIEW AVE. ----------- ------ Fmk Cookto- -- 0 SOUTHOLD, NY A MINIMUM OF 159 OF ALL LIGHTING FIXTURE TO BE LED OR CF. P C.T. OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): ' --ii GFS ' WP TOWN OF SOUTHOLD I- CHANDELIERS (DINING, LIVING, STAIRWELL, ETC.) I GFI 1 __ • '. I SCTM 1000-10-10-21 2- KITCHEN PENDANT 1 D S face To 2nd 1 1 , 1 i 11 1 I 1 TV. 60" ° DW:--1 I I 1 3- WALL SCONCES (INTERIOR ( EXTERIOR) 1 ' I AFF ARCHITECT: 4- SURFACE MOUNTED INTERIOR t EXTERIOR CEILING FIXTURES 1 , Surfa e ____ I 1 1 5- ALL DECORATIVE EXTERIOR FIXTURES 6- PATH AND POST LIGHTS (1,20V, Line Voltage) FREDERICK R. WEBER 1- PADDLE FANS ' ____ I 1 I 41 EAST MAPLE ROAD ` 1 I GREENLAWN" NY 11140 ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: `� Sink ,11� -- --- I 1 1 I- ALL PORCELAIN FIXTURES ' -------- ------ Ref. 52 NOYAC PATH 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), 4"0 HOUSING t TRIM (White) i Ref, m -- - WATER MILL. NY 1191E 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. ' , �, 1 I 1 4- UNDERCABINET KITCHEN FIXTURES (LED STRIP). 1 ` o �Qntisl�o= tUic 1 I I TEL 431 154-5555 sSur ace �� 1 � Heat Pump Manifolds (Below) I I 1 fweberarchitectOyahoo.com 1 Fan Coil ... ................. ............. ...... .... 1 ........ \ ur aced I I 1 Freeze 1 - On-Demand 1 1 1 1 SEAL: 1 Overhead 1 a e eater) I I I ' Door 1 (Props _-, ^ 1 HW Stor Electrical I I I I Outdoor I I 11 n Panel - �, ;�• Shower I PLUMBING NOTES : (Set-upfbr I (� II F I Winter Drhin) 1 1 `fYW.P. I I I I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4- ALL.DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. 5- ALL' HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN CRAWL SPACE. 6- ALL SINKS ARE TO BE UNDERMOUNT 1- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ 1 1 I (� 1 1 I IRRIGATION CONTRACTOR. I ' ' 'H'GFI 1 1 1 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR WATER HEATER, COOKTOP, GRILL, AND GENERATOR (ALTERNATE 43). __ -----------------J REV.: AUG 19. 2019 Bib DATE: JULY S. 2019 SCALE: 1/4" - 1'-0" JOB NO: w201101 DRAWING NO. ELECTRICAL IST FLOOREl NORTH OF E2 FREDERICK ROBERT ELECTRICAL SYMBOLS WEBER SYMBOL DESCRIPTION 0 DUPLEX RECEPTACLE W.P. DUP.REC.-WATERPROOF ARCHITECT GFI DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR Q} DUP.REC.-(l)SWITCH OPER. C� SPECIAL OUTLET 0 SURFACE MTD.-CLG. OP SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG. 1-0 WALL MOUNTED u DUP. FLOOD 04 HIGH INTENSITY, SWIZEL, RECESSED r CLOSET LIGHT w Q SHOWER LIGHT (Wet Location) C � UNDERCAB. FIXTURE ® Q DOORBELL/CHIME W [F EXHAUST FAN ------------------------------------------------------------ PADDLE FAN I I I I I I PADDLE FAN / LIGHT 1 I W I I I ' 1 I I ❑ ATTIC FAN 1 I I I I I sP SPEAKER I I 1 I I I D TELEPHONE 1��1 I I I I O CABLE VISION I I I I © COMPUTER (Cable t Phone) I 1 I [E01 LIGHT W/ HEAT/FAN/NIGHT LIGHT F--I I I I 1 e THERMOSTAT I FAN/LIGHT I I I 1 I Q SMOKE DETECTOR eco CARBON MONOXIDE DETECTOR I 1 r- -------------------------- -- - ----,-----------------------j-- SWITCH ----------------------I — —L-----------, $ 3 SWITCH 3—WAY 1 - - - - - - - - - - - - - - - - - - - - -I— — - 4q SWITCH 4-WAY DRAWING TITLE: 40 I I I I I I I I I SWITCH W/ DIMMER ELECTRICAL I I I I I I I I I I $ w SWITCH WATERPROOF JS JAMB SWITCH 2ND FLOOR it li ii I ii KEY PAD I I I I I I I I I I I EX EXISTING I I I I I I I O I I I I I I I I I I I I I JOB: I I I I I I I I I I 3 l i i i i i i t i i LEITCH I i Q I I I I I I I I I I RESIDENCE I I I I I I I I I I 1 ILJI I I I I I I I I 1950 CLEARVIEW AVE. ------ ------- To Ist I I I IQ I 1 1 SOUTHOLD. NY Floor o0 i i i i i i i I l i TOWN OF SOUTHOLD C I I -L — — — — — — — — — — I SCTMu 1000—'i0-10-2'i L - - - - - - - - - - �... ------ I �_ I I I I I -- I ARCHITECT: 421 I I I I I I I I I 1 Dr¢ss r I I I I I I l FREDERICK R. WEBER I I I I i I I I i t 41 EAST MAPLE ROAD Suutcto I , j GREENLAWN. NY 11140 I I (2) AticI 1 I Lights 1 1 I I I I 52 NOYAC PATH I I I I i i I i i WATER MILL. NY 1191L I I I I I ; TEL 01 154-5555 I I I M I I I I fweberarchltectOgahoo.com I I I I I I I ° I F I I 11 I I SEAL: 17 I 1 S I • 1 I I I I it � 1 • I I \ I I ii II � I ii II 1 it it 1 it II I it it I li it 1 li it I it it I it it _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ F _ _ _ _ _..._ _ _ _ _ _ _ _ __ _ ___ —..._ _ _ _ _ _ _ _ _ _ _..._ _ _ _ _ _ _ _ _ _ _ _ _ _ _..._ _ _ _ _ _ _ _ _ _ _ _ _ _ _..._ _ _ _ _ _ _ _ _ __ _ _ _ ....I ---------------------------------------- --------------------------------------------------------------------------------------- REV.. DATE: JULY 8. 2019 SCALE: 1/4" - I'—O" JOB NO: w201101 DRAWING NO. ELECTRICAL 2ND FLOOD E2 1/4" 1'-0"_ (1) NORTH OF E2