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Home My WebLink About47480-Z o�pgUfFoj'�coG Town of Southold 3/16/2024 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45050 Date: 3/16/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 215 Eighth St.,Laurel SCTM#: 473889 Sec/Block/Lot: 126.-1-7.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/30/2019 pursuant to which Building Permit No. 47480 dated 2/23/2022 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: singley dwelling with unfinished basement, covered front porch, second floor balcony, roof deck, sunroom and attached garage as applied for per ZBA#7667, dated 6/16/2022. The certificate is issued to Lototskyy,Andriy&Sumchenko,Ilona of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0052 1/6/2022 ELECTRICAL CERTIFICATE NO. 44276 2/7/2022 PLUMBERS CERTIFICATION DATED 3/12/2024 Pa upp Auth i d S'g ature s TOWN OF SOUTHOLD �SUFFoa,t�o hoo �y BUILDING DEPARTMENT ti x TOWN CLERK'S OFFICE "oy • 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#: 47480 Date: 2/23/2022 Permission is hereby granted to: Lototskyy, Andriy PO BOX 865 Mattituck, NY 11952 To: Construct single-family dwelling as applied for per SCHD ap proval, DEC & Trustee Non-Jurisdiction letters. Replaces BP# 44276. At premises located at: 215 Eighth St., Laurel SCTM #473889 Sec/Block/Lot# 126.-1-7.9 Pursuant to application dated 2/23/2022 and approved by the Building Inspector. To expire on 8125/2023. Fees: PERMIT RENEWAL $1,155.20 Total: $1,155.20 Building Inspector a�gu Foc�ca TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . o'er SOUTHOLD, NY ��1 f. ,� � 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#: 44276 Date: 10/10/2019 Permission is hereby granted.to: LO & ILO LLC 7655 Main Rd Mattituck, NY 11952 To: construct single-family dwelling as applied for per SCHD approval, DEC & Trustee Non-Jurisdiction letters. At premises located at: 215 Eighth St., . Laurel SCTM # 473889 Sec/Block/Lot# 126.-1-7.9 Pursuant to application dated 9/30/2019 and approved by the Building Inspector. To expire on 4/10/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,260.40 CO -NEW DWELLING $50.00 Total: $2,310.40 B Nd in or 1\ Form No.6 TOWN OF SOUTHOLD WIELDING DEPARTMENT TOWN HALL 7654802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn'statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existine,land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly.completed'application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to.dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.60. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.60,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: - (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: Lo - L o ULk—, P Suffolk County Tax Map No 1000,Section 2 1p Block t Lot a� Subdivision Filed Map. f Lot. Permit No. ` 0 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature J Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1, M RVNA BILOUS residingat 7655 iV1AlM kD, (Print property owner's name) (Mailing Address) MArYi TV C W Y 11952 do hereby authorize AMP Architecture (Agent) to apply on my behalf to the Southold Building Department. 9l23l 9 ( er's Signature) v (Date) Aloriy LOTOTSK.I (LO6 LLO LL C MtMaee-) MARVNA biLOUS Y e'1-091-0 LL.0 NEMIKV-) (Print Owner's Name) pF SO�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 �yCOUNT`I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Andriy Lototskyy Address: 215 Eighth St city,Laurel st: NY zip: 11948 Building Permit#: 44276 Section: 126 Block: 1 Lot: 7.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Michaels Electric INC License No: 35472ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Surrey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 70 Ceiling Fixtures 15 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 13 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 97 CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 3 Transformer UC Lights 4 Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect Switches 63 4'LED Q Exit Fixtures 11 Pump Other Equipment: Hood, Double Oven, DW, W/D, Garbage Disposal, Mini Fridge, 200A 40 Circuit/ 34 Used, 100A Sub 24 Circuit/ 13 Used Notes: New Two Story Unfinished Basement Inspector Signature: Date: February 7, 2022 S.Devlin-Cert Electrical Compliance Form i D ) u1� MAR 1 5 2024 qn ��gUFFOIk� Town Hall Annex �� y afe —�(MM),T65-1802 q- L 54375 Main Road c n O��C i�.,,�° '` .Lt, P.0.Box 1179 09 Southold,NY 11971-0959 • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: V-1 ta �(Please print) print) Plumber-" (' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum rs Signature) Sworn to before me this day of 20� Notary Public, County DinaAndricllo NOTARY PUBLIC,STATF.OF srWYORK Rcgisaarion No.01 AN6364554 Qualined in Nasa n'Y'.S c..issiou Exp 0 1 119 1 0FS0Uly�lo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [' ] OUNDATION.2ND [ ] INSULATION/CAULKING [ _ FRAMING/STRAPPING . [ ] FINAL ] FIREPLACE & CHIMNEY- [ ]""FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] 'ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS_ : 0 - v I icca 49 )y� 6tMA4" & ;VW6�A 1,0 lwu I a jwvi m�_ Ate . 3N\w_ (04� p ;v t jvl5fiN . / - - . sfxAp ©� CY4- as tU 4 56 1 . sv vlMlQ!!l 041)l Tm� . +knL'.l DATE 1 INSPECTOR OF SOGTyoI V E-7 (o l 64A — } # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IS_N -PECTION [ ] FOUNDATION 1ST [ `] ROUGH PLBG. [ ] FOUNDATION 2ND j ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [ -'-] -FIRE-SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION NA ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) _[ (_] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR K souryO — — * * TOWN OF SOUTHOLD BUILDING DEPT. °`ycouMv��' 765-1802 ;. INSPEC ION [ ] FOUNDATION 1ST [ OUGH PL13G. [ ] FOUNDATION 2ND [, INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE`& CHIMNEY [ ] FIRE`SAFETY INSPECTION ` [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO TION [ ] PRE C/O EMARKS I - t� df vo DATE INSPECTOR i �o��E SOGlyp�o qqE7� I �[�►f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION-1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [• ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] ' FIRE`SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) M ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: tA AAl Cov/ DATE r-- '2 INSPECTOR �a0f SOUTyO # TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. n[ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] 'FRAMING/STRAPPING [ FINAL ' V+bv� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION " [ " ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ` h/ I'll bc L �4- NA C611 K � �1 'orb — 'vs �- ' Q4 RIM l - 9A 'of IV 'Ago. 9,,o, it Jo DATE a'a�a`' INSPECTOR Of SOUTyO6 17 (a 1 �( G P'T. TOWN OF SOUTHOLD BUILDING 765-1802 INSPECTION- FOUNDATION 1 ST [ ] ROUGH PL13G. [- ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]; ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O REMARKS:, _ - Ok DATE INSPECTOR -=- �O�aOF SOUtHo� # * TOWN OF SOUTHOLD BUILDING DEPT. °ycou 631-765-1802 qi-qeo INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]�FINAL ULATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: U&M v to,\ DATE INSPECTOR +SK Town of ry ulhow p 54375_M-2 ®EC'2 2-2021 Scult*ld tIY.' 1197 BUILDING DEPT. TOWN OF SOUTHOLD Rev. 'Lo,&ILO LIC Residence 216 Eighth Street � l.:ewei --NY' 14 NO �:t4rt: 8�.kilrt� �p�t4�'tertG�u�d r�gin:�p�C�. , ris tctimf e to ata.1 y tha ins° ��°�oa�+�#,�� _ ..x 18':Pair mcrebo grade t om.,Ilea Gate 8'zva R n�rL: fc-u n-4-a : ire vl tee► ; re s.The 1; xlT grade beiarh with (3 #.,6-c0nfihU0 t5 f'6M10 ng;nm top&bottom am A-3 Stirrups W.W Ii OC aaionq with the, 8"wide foundation vgi11 We,h (2)#•5 oontinuo"s iceinforeing bats•tpp',0A'bcU6iii 1 anl# 5+MIcaf-fe nforcing ors at 6 ft OC%-irc ponsl ted;as pdr th.e appigwcd ArthitWurei . dr:rv:trr s.by,AMP Af cbOeclure t.t.0 under my,!wpP_1vis�ra u��AG P;:;' it you hava any gimsuons please do riot ht sitaLte 40 COM-b&tee, 'fey TrWy Y"o mrs. 13rudo RA- OF, J . s � ``tie". ��' Load Short Form R E C E � `/ 1 Job: Date: Feb 25,2022 o System 1 APR ® 7 •2022 By: Michael Fauci D, Energy Testing Services BUILDING DEPT. TOWN OF SOUTHOLD 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Project • • For: Maryna Bilous 215 8th Street, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db (°F) 16 86 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD ff) 54 11 Pressure/AVF 50 Pa/1295 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 45 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Lochinvar Make Rheem Trade LOCHINVAR Trade RHEEM Model NKC199(N,L) Cond RA1636AJlNA AHRI ref 9920029 Coil RH1P3017STANJA AHRI ref 8080508 Efficiency 95 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 199000 Btuh Sensible cooling 24220 Btuh Heating output 185000 Btuh Latent cooling 10380 Btuh Temperature rise 146 'F Total cooling 34600 B)uh Actual air flow 1153 cfm Actual air flow 1153 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.061 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Kitchen 297 4529 8254 246 507 Sunroom 233 6341 3541 345 217 Bedroom 1 297 4378 3403 238 209 B1 Bath 109 1122 663 61 41 Laundry 75 1876 755 102 46 Foyer 212 2969 833 161 51 Living Room 352 0 1344 0 82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -pp- wrightsoft- 2022-Feb-2810:01:56 �ti ..�. ,.. Right-Suite®Universal202222.0.01 RSU30008 Pagel /�iCA ...aryna Bilous 215 8th Street Laurel NY 11948.rup Calc=MJ8 Front Door faces:NW System 1 1574 21214 18793 1153 1153 Other equip loads 0 0 Equip. @ 0.91 RSM 17045 Latent cooling 3955 TOTALS I 1574 I 21214 I 21000 I 1153 I 1153 Calculations'approved by ACCA to meet all requirements of Manual J 8th Ed. n�lqh 2022-Feb-28 10:01:56 ^► 'T .,,.a, RightSuite®Universal 2022 22.0.01 RSU30008 Page 2 A ...aryna Bilous 215 8th Street Laurel NY 11948.rup Calc=MJ8 Front Door faces:NW Load Short Form Job: Date: feb 25,2022 System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Project • • For: Maryna Bilous 215 8th Street, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db (OF) 16 86 Method Blower door Inside db(OF) 70 75 Shielding/stories 3(partial)/2 Design TD(OF) 54 11 Pressure/AVF 50 Pa/1295 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 45 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Lochinvar Make Rheem Trade LOCHINVAR Trade RHEEM Model NKC199(N,L) Cond RA1636AJl NBRHC AHRI ref 9920029 Coil RH1P3017STANJA AHRI ref 8080508 Efficiency 95 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 199000 Btuh Sensible cooling 24220 Btuh Heating output 185000 Btuh Latent cooling 10380 Btuh Temperature rise 146 OF Total cooling 34600 Btuh Actual air flow 1153 cfm Actual air flow 1153 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.075 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bedroom 2 233 3596 2469 172 186 B2 WIC 32 706 187 34 14 B3 WIC 35 89 27 4 2 Bedroom 3 220 3375 2424 161 183 Bathroom 171 2795 1188 134 90 Bedroom 4 182 3962 2668 189 201 M.WIC 36 572 117 27 9 Master Bedroom 330 5953 4277 285 322 Master Bath 193 2435 1752 116 132 Hallway 192 498 150 24 11 Stairs 2 48 125 38 6 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2022-Feb-28 10:01:56 �t .....•�..r.....�...,_. Rlght-Suite®Universal 202222.0.01 RSU30008 Page ACCIi ...aryna Bilous 215 8th Street Laurel NY 11948.rup Calc=MJ8 Front Door faces:NW System 2 1671 24107 15296 1153 1153 Other equip loads 0 0 Equip. @ 0.91 RSM 13873 Latent cooling 2057 TOTALS I 1671 I 24107 I 15930 I 1153 I 1153 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 .ply. ��,`gh��. 2022-Feb-2810:01:56 .p�..� Right-Suite®Universal202222.0.01 RSU30008 Page �+� ...aryna Bilous 215 8th Street Laurel NY 11948.rup Calc=MJ8 Front Door faces:NW Building Analysis Job: Y Date: Feb 25,2022 `pro hit System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Project • • For: Maryna Bilous 215 8th Street, Laurel, NY 11948 Design Conditions Location: Indoor: Heating Cooling Long Island MacArthur AP, NY, US Indoor temperature (°F) 70 75 Elevation: 84 ft Design TD (°F) 54 11 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 45.1 30.9 Dry bulb(°F) 16 86 Infiltration: Dailyrange (°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/1295 cfm • Component Btuh/ftZ Btuh %of load Walls 2.4 3603 17.0 VW1 Glazing 13.5 3296 15.5 Doors 15.7 1483 7.0 Ceilings 1.5 661 3.1 Ducts Floors 0 0 0 Infiltration 2.9 3898 18.4 oaa Ducts 8273 39.0 "' Piping 0 0 Humidification 0 0 Ventilation 0 0 bars Adjustments 0 ObiI;rgs Total 21214 100.0 Irfilhaticn Component Btuh/ft2 Btuh %of load Walls 0.6 899 4.8 V�I Glazing 13.0 3177 16.9 C3a� Doors 7.2 677 3.6 Ceilings 0.7 295 1.6 Irbaril Girs Floors 0 0 0 Infiltration 0.3 367 2.0 atla Ducts 6148 32.7 Ventilation 0 0 Internal gains 7230 38.5 Blower 0 0 Adjustments 0 Total 18793 100.0 DtJs Latent Cooling Load =3955 Btuh Overall U-\ralue=0.064 Btuh/fF°F Data entries checked. , -pp- wright�soft- 2022-Feb-2810:01:56 'C —.1— Right-Suite@ Universal 2022 22.0.01 RSU30008 Page 1 ...aryna Bilous 215 8th Street Laurel NY 11948.rup Calc=MJ8 Front Door faces:NW Building Analysis Job: Y Date: Feb 25,2022 &IF System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Project • • For: Maryna Bilous 215 8th Street, Laurel, NY 11948 Design Conditions Location: Indoor: Heating Cooling Long Island MacArthur AP, NY, US Indoor temperature(°F) 70 75 Elevation: 84 ft Design TD ('F) 54 11 Latitude: 41'N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 45.1 30.9 Dry bulb('F) 16 86 Infiltration: Dailyrange(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3 (partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/1295 cfm Component Btuh/ft2 Btuh %of load Walls 3.5 5387 22.3 Glazing 13.5 1820 7.5 j- I Doors 15.7 549 2.3 Ceilings 1.7 2798 11.6 Floors 0.1 72 0.3 " Infiltration 2.9 4941 20.5 aaa Ducts 8539 35.4 Piping 0 0 DHumidification 0 0 Ventilation 0 0 Adjustments 0 te Total 24107 100.0 Infiltration • • Component Btuh/Itz Btuh %of load Walls 0.9 1344 8.8 Val Glazing 15.3 2055 13.4 rterr�Girs Doors 7.2 251 1.6 _ Gai Ceilings 0.5 814 5.3 Floors 0.0 14 0.1 Infiltration 0.3 465 3.0 Gili Ducts 6353 41.5 Ventilation 0 0 lrfil6�m Internal gains 4000 26.2 Blower 0 0 Adjustments 0 Total 15296 100.0 Dins Latent Cooling Load=2057 Btuh Overall U-value=0.209 Btuh/ftz--°F Data entries checked. -14d- wrightsoft- 2022-Feb-2810:01:56 "= •••�• --- Right-Suite®Universal 2022 22.0.01 RSU30008 Page 2 ...aryna Bilous 215 8th Street Laurel NY 11948.rup Calc=MJ8 Front Door faces:NW Project Summary Job: J Date: Feb 25,2022 System 1 By: Michael Fauci ® Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Promect Information For: Maryna Bilous 215 8th Street, Laurel, NY 11948 Notes: Design Information Weather: Long Island MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 86 °F Inside db 70 °F Inside db 75 °F Design TD 54 °F Design TD 11 °F Daily range L Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12941 Btuh Structure 12645 Btuh Ducts 8273 Btuh Ducts 6148 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21214 Btuh Use manufacturer's data n Rate/swing multiplier 0.91 Infiltration Equipment sensible load 17045 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 11295 cfm Structure 2756 Btuh Ducts 1199 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(it') 1574 1574 Equipment latent load 3955 Btuh Volume (ft) 14568 14568 Air changes/hour 0.27 0.13 Equipment Total Load (Sen+Lat) 21000 Btuh Equiv.AVF(cfm) 66 31 Req.total capacity at 0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Lochinvar Make Rheem Trade LOCHINVAR Trade RHEEM Model NKC199(N,L) Cond RA1636AJlNA AHRI ref 9920029 Coil RH1P3017STANJA AHRI ref 8080508 Efficiency 95 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 199000 Btuh Sensible cooling 24220 Btuh Heating output 185000 Btuh Latent cooling 10380 Btuh Temperature rise 146 °F Total cooling 34600 Btuh Actual air flow 1153 cfm Actual air flow 1153 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.061 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrl�htsoft- 2022-Feb-2810:01:56 •-•• Right-Suitep@ Universal 202222.0.01 RSU30008 Page ..aryna Bilous 215 8th Street Laurel NY 11948.rup Calc=MJ8 Front Door faces:NW Project Summary Date: Feb 25,2022 L!fpl r.;tne System 2 By: Michael Fauci ea•r!c ® Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Proiect Information For: Maryna Bilous 215 8th Street, Laurel, NY 11948 Notes: Design Information Weather: Long Island MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 86 OF Inside db 70 OF Inside db 75 OF Design TD 54 OF Design TD 11 OF Daily range L Relative humidity 50 % Moisture'difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15568 Btuh Structure 8943 Btuh Ducts 8539 Btuh Ducts 6353 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24107 Btuh Use manufacturer's data n Rate/swing multiplier 0.91 Infiltration Equipment sensible load 13873 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial)/2 Pressure/AVF 50 Pa/1295 cfm Structure 831 Btuh Ducts 1226 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1671 1671 Equipment latent load 2057 Btuh Volume (ft) 14204 14204 Air changes/hour 0.35 0.17 Equipment Total Load(Sen+Lat) 15930 Btuh Equiv.AVF(cfm) 83 40 Req.total capacity at 0.70 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Lochinvar Make Rheem Trade LOCHINVAR Trade RHEEM Model NKC199(N,L) • Cond RA1636AJlNBRHC AHRI ref 9920029 Coil RH1P3017STANJA AHRI ref 8080508 Efficiency 95 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 199000 Btuh Sensible cooling 24220 Btuh Heating output 185000 Btuh Latent cooling 10380 Btuh Temperature rise 146 OF Total cooling 34600 Btuh Actual air flow 1153 cfm Actual air flow 1153 cfm Air flow factor 0.048 cfm/Btuh Airflow factor 0.075 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ` We7ghCsoft' 2022-Feb-2810:01:56 ,.� •-•- Right-Suite®Universal202222.0.01 RSU30008 Page ACM ...aryna Bilous 215 8th Street Laurel NY 11948.rup Calc=MJ8 Front Door faces:NW Manual S Compliance Report Job: Date: Feb 25,2022 *ES. gTes:ng System 1 By: Michael Fauci uaS Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Project • • For: Maryna Bilous 215 8th Street, Laurel, NY 11948 Cooling Equipment Design Conditions Outdoor design DB: 85.7'F Sensible gain: 18793 Btuh Entering coil DB: 76.7°F Outdoor design WB: 71.9°F Latent gain: 3955 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 22748 Btuh Indoor RH: 50% Estimated airflow: 1153 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1636AJ1NA+RH1P3017STANJA Actual airflow: 1153 cfm Sensible capacity: 26954 Btuh 143%of load Latent capacity: 6117 Btuh 155%of load Total capacity: 33071 Btuh 145%of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 15.9°F Heat loss: 21214 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Lochinvar Model: NKC199(N,L) Actual airflow: 1153 cfm Output capacity: 185000 Btuh 872%of load Meets all requirements of ACCA Manual S. -�- wrightsoft 2022-Feb 28 10:01:56 .. .• .....q.., Right-Suite@ Universal 2022 22.0.01 RSU30008 Page 1 ...aryna Bilous 215 8th Street Laurel NY 11948.rup Calc=MJ8 Front Door faces:NW Manual S Compliance Report Job: Date: Feb 25,2022 Ener�Teslrtg System 2 , By: Michael Fauci Senrces Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Project • • For: Maryna Bilous 215 8th Street, Laurel, NY 11948 Cooling Equipment Design Conditions Outdoor design DB: 85.7°F Sensible gain: 15296 Btuh Entering coil DB: 76.7°F Outdoor design WB: 71.9°F Latent gain: 2057 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 17353 Btuh Indoor RH: 50% Estimated airflow: 1153 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1636AJ1NBRHC+RH1P3017STANJA Actual airflow: 1153 cfm Sensible capacity: 27928 Btuh 183% of load Latent capacity: 5142 Btuh 250%of load Total capacity: 33071 Btuh 191%of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 15.9°F Heat loss: 24107 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Lochinvar Model: NKC199(N,L) Actual airflow: 1153 cfm Output capacity: 185000 Btuh 767%of load Meets all requirements of ACCA Manual S. w r ghtdoft" 2022-Feb-28 10:01:56 e. Right-Suite@ Universal202222.0.01 RSU30008 Page AC& ...aryna Bilous 216 8th Street Laurel NY 11948.rup Calc=MJ8 Front Door faces:NW Residential Plans Examiner -view Form Form RPER 1 , CCt,o for HVAC System Design • • 15 Mar 09 PMM1117 gGbtr sdNmta Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 215 8th Street, System 1 HVAC LOAD CALCULATION4• Design Conditions Buildinq Construction Information Winter Design Conditions Building Outdoor temperature: 16 °F Orientation: Front Door faces Northwest Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 21214 Btuh Number of bedrooms: 1 Conditioned floor area: 1574 ft2 Summer Design Conditions Number of occupants: 6 Outdoor temperature: 86 *F Indoor temperature: 75 *F Windows Rust Grains difference: 31 gr/lb @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 20720 Btuh Intemal shade: blinds Enve Latent heat gain: 4361 Btuh Blinds,drapes,etc pepth Window Total heat gain: 25080 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 H a ing Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas boiler Equipment type: Split AC Heating cfm: 1153 urnace,Healpump,Boiler,etc. Ir conditioner,Heat pump,etc. Cooling cfm: 1153 Model: Lochinvar Model: Rheem Static pressure: 0.60 in H2O NKC199(N,L) RA1636AJ1 NA+RH1 P3017STANJA Fans rated external static pressure for design airflow Heating output capacity: 1§5000 Btuh Total cooling capacity: 33071 Btuh Heat pumps-capacity at winter design out oorconditions Sensible cooling capacity: 26954 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 6117 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 1153 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: -0.3 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0.25 in H2O Friction rate: 0 in/100ft Branch duct: Sheet metal Friction R ate=ASP_(T EL x 100) I declare the load calculation, equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -F- wright:soft' -. Right-Suite®Universal202222.0.01 RSU30008 Aoft� Residential ■ • Form • • (Loads, RPER 1 ACCKo 15 Mar 09 ArCudb++�Ws�sdtiml-a Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 215 8th Street, System 2 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 16 °F Orientation: Front Door faces Northwest Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 24107 Btuh Number of bedrooms: 4 Conditioned floor area: 1671 ft` Summer Design Conditions Number of occupants: 0 Outdoor temperature: 86 °F Indoor temperature: 75 °F Windows Root Grains difference: 31 gr/lb @50% RH Eave overhang depth: 1.0 ft _ Sensible heat gain: 16864 Btuh Internal shade: blinds Emve Latent heat gain: 226$ Btuh Blinds,drapes,etc. Deplh 4Vm'JYv Total heat gain: 19132 Btuh Number of skylights: 0 EQUIPMENTHVAC • 4• Heating Equipment Data Cooling Fquipment Data Blower Data Equipment tpe: Gas boiler Equipment type: Split AC Heating cfm: 1153 urnace,Healpump,Boiler,etc. Ir Conditioner,Heat pump,etc. Cooling cfm: 1153 Model: Lochinvar Model: Rheem Static pressure: 0.60 in H2O NKC199(N,L) RA1636AJ 1 NBRHC+RH1 P3017STANJA Fan's rated external static pressure for design airflow Heating output capacity: 195000 Btuh Total cooling capacity: 33071 Btuh Heat pumps-capacity at winter design out oar conditions Sensible cooling capacity: 27928 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 5142 Btuh DISTRIBUTION_HVAC DUCT •1 Design airflow: 1153 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: -0.3 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0.25 in H2O Friction rate: 0 in/100ft Branch duct: Sheet metal Friction R ate=ASP_IT EL x 100) I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand t6 claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority *Home qualifies for MJ1AE Form based on Abridged Edition Checklist - - wrightsolFt' • -.�---.•�--, Right-Suite®Universal 2022 22.0.01 RSU30008 FIELD E%TSPECTION REPORT � COMMENTS • • ml I '�S • • • ROUGH FRAMING& 10 PLUMBING �(II Wi�iLL LL �� ►�.:�� 11:1�i�N1�1� Ff INSULATION PER N.Y. Tim, STATE ENERGY CODE ��i �1 �fit=-- -A- p Ad I0 � �i:1 �! ;- ADDITIONAL • S, 17 MAE MOVIE • ' ► .nth i� . �• i • ' • �:� :I�� J - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets'ofBuilding Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT-NO: Check Septic Form N.Y.S.D.LC. Trustees C.O.Application Flood Permit Examined b 20- - Single&Separate Truss Identification Form t' Storm-Water Assessment Form I • J ' Contact: Approved 20 y SEp 3 O 2019 Mail to: Arent�-ex -e, Disapproved a/c 10115 I",T)Ti, ' Phone: k LO 2114 Expiration 20�p - Bui spector APPLICATION FOR BUILDING PERMIT Date '2. ,20_101 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing-location of lot and of buildings-on premises,relationship to adjoining premises or public streets`or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit.' d.Upon approval of this applicatioxi,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 removat or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. '-(Signature of applicanf or name,if a corporation) (Mailing address of.applicant : State whether applicant is owner lessee,ag�Z,ar hitect,engineer,general contractor, electrician,plumber or builder Name of owner of premises �`� d- w uuc, '(As on the tax'roll or latest deed) If applicant is a corporation; sigtyprp.,of duly authorized officer (Name and title_of co 'or'a"te:officer) - Builders Plumbers License No. Electricians License No. Other Trade's License No. q; 1. Location of land on which proposed wor will be done: `a House Number Street Hamlet County Tax Map No. 1000 Section�2 CO Block Lot I .h Subdivision Filed Map No. Lot 2. State existing use:and occupancy of premises and intended use and occupa cy of proposed construction: a. Existing use and occupancy 4o 2g4A Sz-0- (� , b. Intended use and occupancy cS i `e �c�eY% 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal` , Demolition Other Work (Description) 4. Estimated Cost 1 i mc-) Fee _ (To be paid on filing this application) 5. If dwelling,number of dwelling units ` !: Number of dwelling units on each floor If garage; number of cars-1 ,. : 6. If business, commercial or mixed occupancy; specify nature and extent"df each type of use. 7. Dimensions of existing structures, if any: Front Rear ...Depth ' - Height Number of Stories Dimensions of same structure with alterations or additions Front �— Rear Depth Height r___ - Number of Stories 8. Dimensions of a tire new construction:Front Rear Depth Height •�� Number of'Stories ' I [ ? � `— �� Depth �JU 9. Size of lot:Front 1 Rear 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated LO " 12.Does proposed construction violate any,zoning law, ordinance or regulation?YES NOX' 13.Will lot be re-graded?YES NO Will excess fill be,removed from premises?.YES NO : Z?l 14.Names of Owner of remises Address Phone No. . ` Name of Architect Mn <(�b( ,1(o ` Address' Phone-No r,,�221 71� loft Name=of Contractor Address' Phone'No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?`*YES ". * IF YES;`SOUTHOLD TOWN TRUSTEES'&D.E.C..PERMITS MAYBE REQUIRED. b.Is this property.within 300 feet of a tidal wetland? * YES'. NO-, . * IF YES,,D.E:C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any,point on property is at;,10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOX * IF YES,PROVIDE A COPY. STATE OF NEW YORK,) SS: COUNTY OF &91 ,,being duly,sworn,deposes and says that(s)he is the applicant (Name of individual signhik contract)above named, CClIIE C IUNCM , Notary Public,State of New York - (S)He is the - - (Contra tor,Agent,Corporate Officer,etc.) CuaINW In Suffolk Couri4y. _ _Corrrrntssion F.*kos Apyg 14;2�j 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. worn to before me t 's a day o1/( 20 "'. Notary Pub 'c Signature o Applicant =o��g�FFOI��oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT h x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o� Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only S n.' PERMIT NO. LI�! 2� Building Inspector: 4FEB 2 Z 2022 4 -s BUILDiNC IJr"P Applications and forms must be filled out in their entirety. Incomplete TOWN OF SOIJTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. _ Date: f 01SAPPROVAL02 2022 OWNER(S)OF PROPERTY: Name: SCTM#1000- - AN'JR_1 _ - Loo OT S.u,. . _ Project Address: Phone#: 6.3 1- r 8_L - -5`— —T _ Email:, A�J5 J1-3.Q CrdGIA I' Mailing Address: �J 0 MATT T_l C.M CONTACT PERSON: Name: Mailing Address: Phone#: � Email :_ RNA 1b(PG MAL-.CAM.._.. DESIGN PROFESSIONAL INFORMATION: Name: ArtTHC)N URTI- L-0 Mailing Address: l_L1,� .. �.. I0..0L_ Phone#: Email �Q-rju0 _ ... __ 516-21�1 _ .. . -- _-__ ._G ` i�rr•-�o CONTRACTOR INFORMATION: Name: -. . 9-0 P5'E_R,7r. V_C_pt_P__S-m- - _... . - - -----_. Mailing Address: 5q IMESLAN-E. __5Al-1l l4-G_-V1Q-LL.U-�C, - -Phone#: r03�._ . 7�i5-'_I-I.V2 _._ . Email:.V—A.C-P. C _ . _ N -40w) __-- DESCRIPTION OF PROPOSED CONSTRUCTION ❑�Ne Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: E) ther P09C-H -SCSTFj&NC- $ W ill the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes LINO 1 PROPERTY INFORMATION Existing use of property: p}2,(Yl�-f E i`{�? S Intended use of property: Zone or use district in which premises is situated: Are there any covenants an restrictions with respect to this property? ❑Yes V o IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design"professional is responsible for Al drainage and storm water issues as provided by Chapter 2.36 of the Town Code. 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)'for necessary inspections.,False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print na zrol-Tl--y�e ❑Authorized Agent 'Owner Signature of Applic Date: oZ• (q• aa. STATE OF NEW YORK) SS: COUNTY OF_ �- i-n c1 r l q being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (SGhis the 19 W N so_—. (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/her knowledge and"belief;and that the work will be performed in the manner set forth in the application file therewith. BARBARA H.TANDY Sworn before me this Notary Public,State Of NOW York No. 01 TA6086001 Qualified In Suffolk County day of�•Pi�r lea-r-� , 20 Commission Expires 01/13/20 073 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 23, 2022 TO: Maryna Bilous (Lototskyy) PO Box 865 Mattituck,NY 11952 Please take notice that your foundation location survey received on January 12, 2022: In conjunction with building permit#44276: to construct a single-family dwelling at: Location of property: 215 Eighth Street, Laurel,NY County Tax Map No. 1000 - Section 126 Block 1 Lot 7_9 Is returned herewith and disapproved on the following grounds: The single-family dwelling under construction, on this non-conforming 24,902 square foot lot in the Residential R-40 District, is not permitted pursuant to Article III Section 280-15, which states lots measuring 20,000-39,999 square feet in total size require a front yard setback of 40 feet. The construction has a front yard setback of 39 feet. Authorized Si e Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. r f BOARD MEMBERS ® 30 Southold Town Hall Leslie Kanes Weisman,Chairperson ®y�° a® 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®� Cou T4 Southold,NY 11971 Dhttp://southoldtownny.gov JU�I 2 3 2022 ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD -0J�J ��,1;FT. Tel.(631) 765-1809 •Fax (631) 765-9064 Slr)!)k;OLD J U N 2 3 2022 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DUNE 16, 2022 Southold Town Clerk ZBA FILE: #7667 NAME OF APPLICANT: Andriy Lototskyy PROPERTY LOCATION: 215 Eighth Street, Laurel, NY SCTM#1000-126-1-7.9 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25 and the Suffolk County Department of Planning issued its reply dated April 25, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 24,902 square foot non-conforming parcel located in the Residential R-40 Zoning District. The northerly property line measures 158.59 feet and is adjacent to Eighth Street, the easterly property line measures 150.00 feet and is adjacent to Bray Avenue, the southerly property line measures 173.46 feet, and the westerly property line measures 150.74 feet. The parcel is improved with a newly constructed two-story frame residence with attached garage. The property is well screened on the southerly property line and there is vacant property on the northerly side of the property. Eighth Street is an unpaved dirt driveway to the residence as the dwelling is very setback from Bray Avenue and cannot be seen from the road as shown on the survey prepared by Nathan Taft Corwin III, LS and dated as the final survey, last revised December 14,2021. BASIS OF APPLICATION: Request for Variance from Article III, Sections 280-15; and the Building Inspector's February 23, 2022 Notice of Disapproval based on an application for a permit to construct a single-family dwelling, at; 1)located less than the code required minimum front yard setback of 40 feet; located at: 215 Eighth Street,Laurel, NY. SCTM#1000-126-1-7.9. RELIEF REQUESTED: The applicant requests a variance to construct a single-family dwelling. The single-family dwelling under constriction, on this non-conforming 24,902 square foot lot in the Residential R-40 Zoning District, is not permitted pursuant to Article III Section 280-15,which states lots measuring 20,000-39,999 square feet in total size require a front yard setback of 40 feet. The construction has a front yard setback of 39 feet. The Notice of Disapproval noticed the location survey received on January 12, 2022 in conjunction with Building Permit#44276 that the construction differs from the original plans. r o Page 2,June 16,2022 #7667, Lototskyy SCTM No. 1000-126-1-7.9 ADDITIONAL INFORMATION: The applicant explained to the Zoning Board at the Public Hearing held on June 2,2022 that because of a change to the front porch the new columns required more structural support,thus, increasing the front of the porch by one foot. The original plan by Architect, Anthony Portillo, RA, Leed, AP, and dated May 5, 2019 has single columns on the front porch. The applicant's change included adding stone to the bottom of the columns making the weight on the porch substantial and calling for reinforcement of the columns and pushing the porch out by one foot. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2,2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The dwelling cannot be seen from the road. The southern property line is very heavily screened by natural vegetation and the property to the north of the applicant's lot is vacant land. This is new construction is attractively designed and the one foot setback variance required cannot be discerned ,. The road frontage that determined the need for this variance is an unpaved private road and the applicant's property is at the dead end. No other properties are impacted and the "front" porch entry to the dwelling facing this road is actually on the side of the dwelling. 2. Town Law V67-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance.The change to the new porch was made without the awareness that a variance would be required to add one foot to the size of the deck in order to add stone to the lower portion of the columns which then needed more room for additional structural reinforcement to carry the weight of the stone. Although the applicant could remove the columns and cut back the deck by one foot,such expense seems unnecessary given that no adverse impact is created by the extra 12 inches and the degree of relief required is insubstantial. 3. Town Law*§267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 2.5% relief from the code. 4. Town Law V67-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law U67-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new front porch while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Acampora, seconded by Member Weisman (Chairperson) and duly carried,to l `, Page 3,June 16,2022 #7667, Lototskyy SCTM No. 1000-126-1-7.9 GRANT the variance as applied for, and shown on the final survey map prepared by Nathan Taft Corwin III and last revised December 14, 2021. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized tinder this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other.than such uses, setbacks and other features as are expressly addressed in this action. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Planamento, Acampora, and Lehnert. This Resolution was duly adopted(5-0) V/ Leslie Kanes Weisman, Chairperson Approved for filing /�� /2022 Q� Uj Town Hall Annex Michael J:Domino;President SD y0 54375 Route 25.. -�T lVi.'Bkedemeyer III;Vice-President ,`O �� P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 J 4 L'Nicholas Krupsld G @ Telephone(631) 765-1892 Greg William Fax(631)7656,6641 BOARD OF TOWN TRUSTEES TOWN OF 8OUTHOLLi June 3, 2019 Brooke Epperson. AMP Architecture, PLLC 1.5400 Main Road Mattituck, NY 11952 RE: LO & ILO. LLC, 215 8T" STREET, LAUREL. $CTM#: 1.000-126-1-7.9 .Dear Ms. Epperson The-Southold Town Board :of Trustees reviewed your letter received in this'ofFice on:. May 9, 2019. and the survey prepared by Nathan.Taft Corwin,:111 Land.Surveyor,,dated December29,2016,-and the site plan prepared:by AMP Architecture LLC dated May 7; 20.19'and�determined that the two-story singleL family residence with an attached garage and one story-sun-room, front and_rear°decks, open exterior stairwell to basement and pervious gravel driveway are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the.T..own Code. Therefore, in accordance with the current Wetlands Code (Chapter275) and the. Coastal"Erosion Hazard Area (Chapter 111) no.permit is required. Please be advised; however, that.no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or'disturbance.of any kind may take place within 100' landward from the top of the"bluff, or seaward :of:the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above,:without further application toy. and written authorization from, the.Southold Town Board of Trustees.pursuant-to Chapter 275 and/or Chapter 111 of the Town Code. It is your respoilsibilitV to.-ensUre that all necessary precautions,are taken to prevent'any sedimentation or other'alteration or disturbance to.the ground surface.or vegetation t 2 ' l I .i c Within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining:adequate work area between.the tidal wetland,jurisdictional boundary and the•coastal erosion.hazard area and your project or.erectingra temporaryf fence, barrier,, orhay.bale:berm. This determination is:not a determination from any other_agency. If you have any further questions, please do not hesitate to call. 'Sincerely, Michael J. I]omino, President Board of Trustees MJD:dd r r l _ J N)GUIS YORK STATE DEPARTMENT OF ENVIRONMENTAL C.0NSERV/ATION Division of Environmental Permits;Region I SUNY @Stony Brook,50 Circle Road,.Stony Brook:NY 11790 P.(631).444-0365.IF.(631).444-0360 www.dec.ny.gov LETTER.OF'NO JURISDICTION FRESHWATER-WETLANDS ACT August 7th, 2019 Maryna Bilo.us PO Box 865 Mattituck,'NY 11052 Re: Application #-1=473"8=04,687100001-,.`:_---.__w_.-....._:(s_=:,.: ... . Bilous Property—215 8th Street, Laurel, NY 11.048 SCTM# 1000-126-1-7:9 0ear Ms.:Bilous:. Based on the information you submitted,,the Department of Environmental Conservation (DEC) has determined.ttiat the construction of a:single-family-dwelling, as shown on the site plans prepared by Anthony M. ,Porti.11o on 7/8/2019, is more than 1.00 feet:from O,EC regulated freshwater wetland's. Therefore, no permit is required for this.project pursuant to the Freshwater Wetlands Act (Article 24) and its' implementing regulations:(6NYCRR Part 663). " Be advised., all construction, clearing, and/or ground disturbance must remain more than 1.00 feet from the freshwater wetland-boundary. In addition, any changes,. modifications 'or additional work to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. Please note that this letter does not relieve .you ofahe responsibility,of obtaining.any necessary permits'or approvals from .other agencies or local'mun cipalities, .:Sincerely, � Y 'Sherri Aicher Permit Administrator cc: AMP Architecture SOEH File NewYORK J'En Departrnertofvironme= `— .Conservation gOfFOI,� Cot BUILDING DEPARTMENT-Electrical Inspector e, TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold NY 11971-0959 Telephone (631 65-1802-FAX(631)765-9502 1 ` Temporary Certificate # 9S2 Date Z- 2020 Customer Name •,�-- � �. Electrician Name ,elS e /c, Address R� Phone b-77 &ZE NO e-mail e-mail Phone '-� License# ',.� !� Size A Phase Overhead Underground #of Meters - Remarks #of Underground Laterals 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 veritication' days from the d ate above. Authorized by BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD off® ;Gy'`4N0� 31 202o Town Hall Annex 4375 Main Road - PO Box 1179 p`p; � Southold, New York 11971-0959 e U 0 ® elephone (631) 765-1802 - FAX (631) 765-9502 tt� ly OJ rogerra�southoldtownny.gov-_seand(M-southoldtownny.gov. APPL[CAT]ON FOR ELECTRICAL INSPECTION'.. ELECTRICIAN INFORMAT ON ( II Information Required) Date: C 3 Doi Company Name: Name: ;c.1n ra'e- License No.: email: ' Address: B X _ ��1_ e _ s /17Q� ✓� - . Phone No.: - JOB SITE INFORMATION (All Information Required) Name: Address: 5. La- M.... : Cross Street: Phone No.: _ j►_- Z- 5 _-Bldg.Permit#: Lik 2 4 6- email: Tax_Map District:_- . 1000 Section:_ ---_ -------------._--_.-Block . Lot:. .. . BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES NO '�1�L Y P Issued On, -( Temp Information: (All information required) Service Size6o 3 Ph Size: 9OO _A #Meters Old Meter# _. :Ne:w:SDervic - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -Overhead # Underground Laterals61 2 H Frame Pole Work done on Service? Y Additional Information::... - PAYMEN.T_DUE WITH_.APPLI.CATION - Request for Inspection FormAs ti. 0 BUILDING DEPARTMENT- Electrical Ins ector Suva. , p �O� G,1 v 3 2Q2O TOWN OF SOUTHOLD cm - 0 Town Hall,Annex- 54375 Main Road - PO Box 1179 °q,� Southold, New York 11971-0959 `Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrasoutholdtownny.gov seand(c3�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION r' ELECTRICIAN INFORMAT ON?( II Information�ired) Date: Company Name: 11n((4 c_ n Name: ;cL. '� r License No.: .35 Lj 7g- M Ic email• ' = • Address: P0 e X 1 e j- s /l7? Phone No.: ? Q JOB SITE INFORMATION (Alt Information Required) Name: Lo I I Lo LL Address: 215 !rWV,01 N g Cross Street: Phone No.: Bldg.Permit#: L�Lj email: Tax Map District: 1000 Section: Block: V Lot: +7.9 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final 26 Do you need a Temp Certificate?: YES NO Issued Onyn� Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: 900 A #Meters Old Meter# C:N:e::w Servic - Fire Reconnect- Flood Reconnect-Service Reconnected- Underground - Overhead # Underground Laterals 2 H Frame Pole - Work done on Service? Y Additional Information`. PAYMENT.DUE WITH APPLICATION "0 Request for Inspection FormAs Y � PERMIT# r - Switches f � Outlets GFI's A�, Surface . Sconces HH's c. oil . r UC Lts (� Fans Fridge HW Exhaust Oven Dryer J Smokes [ DW Service Carbon Y Micro Generator Combo I '� Cooktop Transfer AC VrV A �� Mini Special: .. j O ) ' Comments: r'� Scott A. Russell 'r S'7C'ORAMINWA\TIER SUPERVISOR SOLITTiOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEW YORIC U971 O� Town of Southold' ' J - CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY.THE APPLICANT) I� DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: !. Yes NO (CHECK ALL THAT APPLY) H . ii �� ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000-square feet of.; q ground surface. ❑[] B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. s ❑® C. Site preparation on slopes which exceed- 10 feet vertical rise to 100 feet of horizontal distance. ! :11 ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal # V erosion hazard area: : ❑® E. Site preparation within the one hundred-year floodplain as depicted- on FIRM Map of-any watercourse. i [] F. Installation of new or. resurfaced impervious surfaces of 1,000 square ! feet or'more, unless prior approval of a Stormwater Management (. Control Plan w }as 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,Cootact Information,Date & County Taz Map.Number! Chapter 236 does not apply to your project If you answered YES to one or-more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Cheek List Form to the Building Department wi&—your Building Permit Application. . _.------'----___.-'-------'-------"-------_..;- S.C.T.M. '� 1000-. Datt± - - << APPLICANT: (Property owner Design Professional Agen>:Contractor,Other) Dur- t NA> CJY ' �`••, Section stock - Lot I ( "`FOR BUILDING DEPARTMENT USE ONLY* { Contact tnro,mum 1 J ) n ?,� L4 C 0 0 ;; 1 Reviewed By: ` - - - - - - - - - - - - - - - - - ' '! Dat 1 Property Address/Location of Construction work: — — — — — f i Approved for processing Building Permit. 12 Stormwater Management Control Plan Not Required. 1:I - - — — — — — — — — — — — — a ! Stormwater Management Control Plan is Required. f (Forward to Engineering Department for Review) ; FORM * SMCP-TOS MAY 2014 A ppLIC�1 NT: fPr"ho— 'y Ownrr,no,ign Prafosalonal,Agonl,Contnuter,orheri r S.C,T.M. t 1`Opp t r�l:. �vr� �2tp 19 ° �' St CAPTE� 236 ormtwatelr 1Vxana e>aent.CO>r>',trol P :section Block lSn C EG Sico2 of Date; � �' S M C P -Plan Requirements; Provide QNE cop of the Building P rrnitAppltL�S�' Cl Z—� 1� '�of y, * The applicant must provide a Complete Ezp)anatloi and/or Rea n for not pro all Information that has been Required by thefol owing Checklistl p vlciing I• A Site plot, all to scale Not Less tha t 60' to tl a inch show all of the following Items; MUST YE No NA If You answered No or NA to any Item, lease a• Locatlon& Descri Non of Property Boundarl If you need additional room for explanatl6na,Please pro Provide J �Ir�jlon Herel Q. '1"otal Site Acrea e, tiollaI Paper. c• Existing` atura & all ade Features wit In -00 L. t of.the Site Boundary as r .ulred.by§2n-IT(c I d. Test Hole Data IlxllcatIng So11 Characteristics&De th t Ground Wa e. Limits of Clearing& Area of ro sed Land Istw-bancer f. Cxisting& Pro ose Contours of the Site (mint um zintervaie) g. Locatlon of all existing &.proposed structure roads, driveways. sidewalks, drainage improvement &utilities,I�' S)oi Grades & Finis Floor levations for all existing )roposed sh'uctut•es, I, Local lot of proposed Swimming oo an is arge ring, 1 I• Location of roposed Soil Stoc Ile Areas, . g 1 Lot:ahon of ro r posed Construction Entrance/Slaging A ea(s), I,- Location o1 ro osed concrete washout areas,I71, Location of all ro sed erosion&sediment control m urea, 2• Slorn4ater Management Control Plan must Include Calcu tiorts sho that the slormwater"Improvements are sized to capture,sto ,and tnl Wing on-sl t e I he run-off from a I I Impervious surfaces generated a two(2•)Inch rainfa II/storm event. 'Deta'1`&Socttonal Drawings for siormwater practices are req Iced for approval, Itel'ns Te ulrin details shall Include but not be I Ited to: a• Erosion &SedIment Controls, b• C'onstruction Entrance_.&Slte Access, c. Inlet Dralnage Structures (e.g,catch basins,•trenc drains,etcJ d. Leachin Structures (e, , 11 Iltration basinsswale eI 1 1 ')1( HNGIN1l---' -'I1lNG DCPAi%'rYvmc-N1'OSE ;ONLY�,Wsa�:,.... ....,�.,. ••::ar.:�•;::�_ ::::.;�• .::....,. . -....._ I Reviewed& ........, - -.,. ..., Additional Informal 'Appt•oved By. � on Is R�quired,1 0 Stormwater Management C�ntrol' Plan is of Co Date: Stormwater Management CI ntrol Plan is om lete,� _ I =SMCP has be p ` FORM 1 en approved b the Engine e Ili Department, SWCP Check List -TOS MAY 2014 ' l ate Town Hall Annex � Telephone(631) Tele 765-1802 M75 Main Road Fax(631)765-9502 P.O.Box 1179COD ft Southold,NY.11971-0959 BUILDING DEPARTMENT NOTICE OF.UTILIZATION OF TRUSS TYPE:CONSTRUCTION..PRE-ENGINEERED- - WOOD CONSTRUCTION.'AND/OR TIMBER"CONSTRUCTION Date:. Owner: LC) Location of Property: . 2i � '' - �'C�. La lj( +65 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the foI owing location(s) (check applicable.line): Floor framing, includinggirders and beams(F) , . .Roof framing (R) Floor and roof framing (FR.) Signature:- Name(person submitting this form):.. q�WAL Capacity(check applicable line): Owner Owner representative " TrussReg15.docx Effective 1/1/2015 OPERATING AGREEMENT OF LO&ILO LLC This Operating Agreement(this"Agreement") of LO&ILO LLC, a New York limited liability company(the"Company"), is adopted and entered into by Maryna Bilous and Andriy Lototskyy, (collectively, the"Member,"which term shall include such other persons who shall become members of the Company in accordance with the terms of this Agreement and the Act) and the Company pursuant to and in accordance with the Limited Liability Company Law of the State of New York, as amended from time to time(the"Act"). Terms used in this Agreement which are not otherwise defined shall have the respective meanings given those terms in the Act. The parties hereto hereby agree as follows: 1. Name. The name of the limited liability company under which it was formed is LO&ILO LLC. 2. Term. The Company shall continue until dissolved in accordance with the Act. 3. Management. Management of the Company shall be vested in a Manager who shall manage the Company in accordance with the Act. The Manager shall have the power to do any and all acts necessary or convenient to or for the furtherance of the purposes of the Company set forth in this Agreement. Andriy Lototskyy shall be the Manager of the Company. If Andriy Lototskyy shall be unable or unwilling to act as Manager due to death, disability, or retirement, then Maryna Bilous shall be the successor Manager. 4. Purpose. The purpose of the Company is to engage in any lawful act or activity for which limited liability companies may be formed under the Act and to engage in any and all activities necessary or incidental thereto. 5. Members. The name and the mailing address of the Members are as follows: Name Address Maryna Bilous 7655 Main Road Mattituck,New York 11952 Andriy Lototskyy 7655 Main Road Mattituck,New York 11952 6. Capital Contributions. The Members have contributed to the Company the following amounts, in the form of cash,property or services rendered, or a promissory note or other obligation to contribute cash or property or to render services: Amount of Capital Amount of Capital Ownership Member Contribution Interest Maryna Bilous $50.00 50% Andriy Lototskyy $50.00 50% 7. Additional Contributions. No Member is required to make any additional capital contribution to the Company. 8. Allocation of Profits and Losses. The Company's profits and losses shall be allocated in proportion to the value of the capital contributions of the Members. 9. Distributions. Distributions shall be made to the Members at the times and in the aggregate amounts determined by the Manager. Such distributions shall be allocated among the Members in the same proportion as their then capital account balances. 10. Withdrawal of a Member. A Member may withdraw from the Company in accordance with the Act. 11. Assignments; Rights of Assignee To Become a Member. A Member may assign in whole or part his membership interest in the Company;provided, however, an assignee of a membership interest may not become a Member without the vote or written consent of at least a majority in interest of the Members, other than the Member who assigns or proposes to assign such membership interest. 12. Admission of Additional Members by the Company. One or more additional Members of the Company may be admitted to the Company with the vote or written consent of a majority in interest of the Members (as defined in the Act). 13. Liability of Managers/Members. The Manager and the Members shall not have any liability for the obligations or liabilities of the Company except to the extent provided in the Act. 14. Exculpation of Member-Managers. A Member exercising management powers or responsibilities for or on behalf of the Company shall not have personal liability to the Company or its members for damages for any breach of duty in such capacity,provided that nothing in this Section 14 shall eliminate or limit(a) the liability of any such Member if a judgment or other final adjudication adverse to him or her establishes that his or her acts or omissions were in bad faith or involved intentional misconduct or a knowing violation of law or that he or she personally gained in fact a financial profit or other advantage to which he or she was not legally entitled or that with respect to a distribution to Members the subject of subdivision(a) of Section 508 of the Act his or her acts were not performed in accordance with Section 409 of the Act or (b)the liability of any such Member for any act or omission prior to the date of first inclusion of this paragraph 14 in this Agreement. 2 15. Governing Law. This Agreement shall be governed by, and construed in accordance with,the laws of the State of New York, all rights and remedies being governed by said laws. 16. Indemnification. To the fullest extent permitted by law,the Company shall indemnify and hold harmless, and may advance expenses to, any Member,manager or other person, or any testator or intestate of such Member,manager or other person(collectively,the "Indemnitees"), from and against any and all claims and demands whatsoever;provided, however,that no indemnification may be made to or on behalf of any Indemnitee if a judgment or other final adjudication adverse to such Indemnitee establishes (a)that his or her acts were committed in bad faith or were the result of active and deliberate dishonesty and were material to the cause of action so adjudicated or(b) that he or she personally gained in fact a financial profit or other advantage to which he or she was not legally entitled. The provisions of this section shall continue to afford protection to each Indemnitee regardless of whether such Indemnitee remains a Member, manager, employee or agent of the Company. 17. Tag Matters. The Members of the Company and the Company intend that the Company be treated as a sole proprietorship for all income tax purposes and will file such necessary and appropriate forms in furtherance thereof. IN WITNESS WHEREOF, the undersigned have duly executed this Operating Agreement as of the 7 day of March, 2019. By: Maryna 10ilous, Manag By: Andriy L"Ototskyy, Manager 3 r r; 11 0CT 1 6 2015 L� RICHARD MAGILL LAURA MAGILL - R, ILoc DEPr 345 Bray Avenue Laurel,NY 11948 October 14, 2015 Assessors' Office Town of Southold 1, PO Box 1179 Southold,NY 11971 , Dear Assessors: The undersigned own lots to the west of Bray Avenue in Laurel fronting on 7'Street and 8th Street. We own six(6) lots on a filed map referred to as"Map of Section 1,Property of George L.Tuthill and Others". The lots; 12, 13 and 14 and lots 21, 22 and 23,are presently identified as tax map lots 7.5,7.2,7.6 and lots 7.3,7.7 and 7.4 Please show-lots 7.3, 7.4 and 7.7 as one lot owned 60%by Richard Magill and 40%by Laura Magill. In addition, tax lots 7.2, 7.5 and 7.6 should be one tax lot owned 60%by Laura Magill and 40%by Richard Magill� ~` Please confirm that this change has been made on your records by forwarding a written confirmation to us. Thank you. Very truly yours, n Richard Magill Laura Magill i NEW YORK METRO stew rare titlei 800-853-4803 Stewart.com/nymetro CONFIRMATION Order Date: 9/10/2019 Title Number: 8170747 Applicant: Katerina Grinko, Esq. Jessica Leach Twomey,Latham, Shea, Kelley,Dubin&Quartararo 33 West Second Street P.O.Box 9398 Riverhead,NY 11901 Phone:(631)727-2180 Fax:(631)727-1767 kgrinko@suffolklaw.com jleach@suffolklaw.com Property Information: Transaction Information: 215 8th Street,Laurel,NY Single and Separate Search Suffolk Fee Liability: District: 1000 Mortgage Liability: Section: 123.00 Block: CF Lot(s): 002, 007.005, 007.006 Parties: Seller(s): Anastasia Keating,Andriy Lototskyy Notes: $25,000 LIABILITY REQUIRED FOR SOUTHOLD TOWN Thank you. We appreciate your business! 711 Westchester Avenue One Grand Central Place 100 Motor Parkway Suite 302 60 East 42nd Street,Suite 1260 Suite 150 White Plains,NY 10604 New York,NY 10165 Hauppauge,NY 11788 NEW YORK METRO 800-853-4803 � 9 fax stewaft � � e stewart.com/nymetro Title No: 8170747 Effective Date: 7/31/2019 STEWART TITLE INSURANCE COMPANY DOES HEREBY CERTIFY TO: Town of Southold THAT Stewart Title Insurance Company (the "Company") has caused a search to be made in the appropriate Office of the County Clerk of the County of Suffolk in the State of New York, against the premises described herein and premises adjacent thereto on all sides from 11/16/1953 to 7/31/2019 to ascertain the fee chain of title reflecting said premises described herein; and the premises abutting same and has found only the returns as set forth herein on the following pages as they appear of record; and DOES certify that"the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein". THIS Company's Liability is limited to Twenty-Five Thousand ($25,000.00) Dollars for negligence only. NO POLICY OF INSURANCE is to be issued hereunder, and full payment is due upon receipt of this report. District: 1000 Section: 126.00 Block: 01.00 Lot: 007.009 (f/k/a Lots 007.002, 007.005 & 007.006) STEWART TITLE INSURANCE COMPANY BY: 2h�� Kathleen Hennessy Title Officer Page 1 of 18 NEW YORK METRO 800-853-4803 ■ a 914-997-1698fax eWaf `��'�,e stewart.com/nymetro CHAIN OF TITLE FOR SUBJECT PREMISES: District: 1000 Section: 126.00 Block: 01.00 Lot: 007.009 Lots 12, 13 & 14, "Map of Section 1, Property of George L. Tuthill and Others", filed 1/15/1929 as Map No. 861 1A Grantor: Robert L.Young and George G. Tuthill and Katherine B. Tuthill, his wife Grantee: Russel D. Tuthill Dated: 4/25/1950 Recorded: 10/21/1969 Liber: 6643 Page: 481 1B Grantor: Robert L.Young and George G. Tuthill and Katherine B. Tuthill, his wife Grantee: Russel D. Tuthill Dated: March 1952 Recorded: 10/21/1969 Liber: 6643 Page: 478 1C Grantor: Russel D. Tuthill and Helen Dansro Tuthill, his wife Grantee: Frank J.Murphy Dated: 11/20/1969 Recorded: 12/23/1969 Liber: 6680 Page: 248 CONTINUED NEXT PAGE STEWART TITLE INSURANCE COMPANY By: K thleen Hennessy Title Officer Haupp , e, New rk orn t efore e this 0 a of ptember, 2019 otary ublic ERIN A.SIDe o N w York Nay Public,No.01 S14I4903642 Qualified in Se 94,y] Commission Expires Page 2 of 18 NEW YORK METRO 800-853-4803 ax ewaft itie" 9art.co stewa1698 rt.com/nymetro ••j stewart.com/nymetro I CHAIN OF TITLE FOR SUBJECT PREMISES (Continued): District: 1000 Section: 126.00 Block: 01.00 Lot: 007.009 Lots 12, 13 & 14, "Map of Section 1, Property of George L. Tuthill and Others", filed 1/15/1929 as Map No. 861 1D Grantor: Frank J. Murphy Grantee: Louis Hodor Dated: 10/11/1977 Recorded: 5/5/1978 Liber: 8423 Page: 496 1E Grantor: Louis Hodor Grantee: Frank J: Murphy Dated: 6/1/1979 Recorded: 8/1/1979 Liber: 8668 Page: 128 1F Grantor: Frank J. Murphy Grantee: Richard Magill Dated: 12/29/1980 Recorded: 1/7/1981 Liber: 8940 Page: 383 CONTINUED NEXT PAGE STEWART TITLE INSURANCE COMPANY By: Ka Teen Hennessy Title Officer 41the this ember, 2019 Not ublic ERIN A.SIDARAS Nary Public,State of NeW YO* No.01614903642 Glualifted in Sut Aug.2olk un20 Commission Expires Page 3of18 J NEW YORK METRO 800-853-4803 914-997-1698 fax stewaft `( stewart.com/nymetro CHAIN OF TITLE FOR SUBJECT PREMISES (Continued): District 1000 Section: 126.00 Block: 01.00 Lot: 007.009 Lots 12, 13 & 14, "Map of Section 1, Property of George L. Tuthill and Others", filed 1/15/1929 as Map No. 861 1G Grantor: Richard Magill Grantee: Laura Magill Dated: 10/6/1993 Recorded: 2/18/1994 Liber: 11665 Page: 257 1H Grantor: Richard Magil\ Grantee: Laura Magill Dated: \10/20/2015 Recorded: 12/2/2015 Liber: Liber 12843 Page: 121 1I Grantor: Laura Magill Grantee: Andriy Lototskyy and Asastasia Keating, as joint tenants with right of survivorship Dated: 7/28/2017 Recorded: 8/8/2017 Liber: 12924 Page: 027 CONTINUED NEXT PAGE STEWART TITLE INSURANCE COMPANY By: Kathleen Hennessy Title Officer or ore e this 2 Se ember, 2019 N y P b 'c ERIN A.SIDARAS Notary No I01 w York S14903642 Qualified in Suffolk County Commission Expires Aug.24,20 Page 4 of 18 NEW YORK METRO 800-853-4803 ■ 0 914-997-1698 fax stewca ` to stewart.com/nymetro CHAIN OF TITLE FOR SUBJECT PREMISES (Continued): District 1000 Section: 126.00 Block: 01.00 Lot: 007.009 Lots 12, 13 & 14, "Map of Section 1, Property of George L. Tuthill and Others", filed 1/15/1929 as Map No. 861 1J Grantor: Andriy Lototskyy and Asastasia Keating, as joint tenants with right of survivorship Grantee: LO&ILO LLC Dated: 3/28/2019 Recorded: 5/13/2019 Liber: 13011 Page: 858 LAST RECORD OWNER Kathleen Hennessy, being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title,for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: Kathleen Hennessy Title Officer tytmberhis , 2019 Nc ERIN A.SIDARAS Notary Public,State of New York No.01 S14903642 Quaion in Suffolk Aug.24 2� Commission Expires Page 5 of 18 o , NEW YORK METRO 800-853-4803 ewaft -ut art.com/nym fax ■i Apr► stewart.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT EAST: District: 1000 Section: 126.00 Block: 01.00 Lot: 021.000 Lots 15 & 16, "Map of Section 1, Property of George L. Tuthill and Others", filed 1/15/1929 as Map No. 861 2A Grantor: Joyce T.Arnold Grantee: Katharine Baylis Tuthill Dated: 11/16/1953 Recorded: 1/7/1954 Liber: 3636 Page: 93 2B Grantor: Katharine Baylis Tuthill Grantee: Joseph R. Kent and Louese H. Kent, his wife Dated: 10/26/1962 Recorded: . 11/8/1962 Liber: 5261 Page: 154 2C Grantor: Joseph R. Kent and Louese H. Kent, his wife Grantee: Augustine F. Carney and Mary Carney, his wife Dated: 11/18/1963 Recorded: 11/3/1964 Liber: 5476 Page: 522 CONTINUED NEXT PAGE STEWART TITLE INSURANCE COMPANY By: athleen Hennessy Title Officer j2ay be re me this September, 2019 N y Pu c ERIN A.SIDARAS (Votary No.I01 S149O3642 te of w York Qualified in Suffolk County Commission Expires Aug.24,20 Page 6 of 18 NEW YORK METRO 800-853-4803 e i. a •.-E:�I,,,,�a art.com/nym fax w ! � stewart.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT EAST (Continued): District: 1000 Section: 126.00 Block: 01.00 Lot: 021.000 Lots 15 & 16, "Map of Section 1, Property of George L. Tuthill and Others", filed 1/15/1929 as Map No. 861 2D Grantor: Augustine F. Carney and Mary Carney, his wife Grantee: Patrick Joyce and Marion E. Joyce, his wife Dated: 3/30/1973 Recorded: 4/16/1973 Liber: 7379 Page: 270 2E Grantor: Patrick Joyce, widower Grantee: Patrick Joyce and Bridget Joyce, as joint tenants with right of survivorship Dated: 4/3/1989 Recorded: 4/13/1989 Liber: 10835 Page: 577 2F Grantor: Bridget Joyce, as surviving joint tenant Grantee: Louis A. Nardolillo Jr. and Louis T. Nardolillo, as joint tenants with right of survivorship Dated: 7/13/2006 Recorded: 7/27/2006 Liber: 12461 Page: 445 CONTINUED NEXT PAGE STEWART TITLE INSURANCE COMPANY By: KI,Ahleen Hennessy Title Officer S rn t r me this t ay eptember, 2019 N Pu c ERIN A.SIDARAS Notary Public,State of New York No.01 S14903642 Qualified in Suffolk County Commission Expires Aug.24,20 Page 7 of 18 ' 1 NEW YORK METRO 800-853-4803 _ _a f iii _0 9art.co /nym fax �.QrIYAYJTe ��rf stewart.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT EAST (Continued): District: 1000 Section: 126.00 Block: 01.00 Lot: 021.000 Lots 15 & 16, "Map of Section 1, Property of George L. Tuthill and Others", filed 1/15/1929 as Map No. 861 2G Grantor: Louis A. Nardolillo Jr. and Louis T. Nardolillo, as joint tenants with right of survivorship Grantee: Louis A. Nardolillo and Louis T. Nardolillo, as joint tenants with right of survivorship Dated: 8/10/2012 Recorded: 8/27/2012 Liber: 12703 Page: 397 LAST RECORD OWNER Kathleen Hennessy, being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: athleen Hennessy Title Officer Sworn oEember, 20t ay ota bli ERIN A.SIDARAS Notary Public,State of New York No.01 SI4903642 Qualified in Suffolk County Commission Expires Aug.24,20 Page 8 of 18 NEW YORK METRO 800-853-4803 stVwa titIN E)i 9art.co /nym fax �i stewart.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT SOUTHEAST: District: 1000 Section: 126.00 Block: 01.00 Lot: 020.000 Lots 17 & 18, "Map of Section 1, Property of George L. Tuthill and Others", filed 1/15/1929 as Map No. 861 3A Grantor: Joyce T.Arnold Grantee: Katharine Baylis Tuthill Dated: 11/16/1953 Recorded: 1/7/1954 Liber: 3636 Page: 93 3B Grantor: Katharine Baylis Tuthill Grantee: Joseph R. Kent and Louese H. Kent, his wife Dated: March 1962 Recorded: 4/24/1962 Liber: 5155 Page: 546 3C Grantor: Joseph R. Kent and Louese H. Kent, his wife Grantee: Joseph E. L. Gionet and Marjorie M. Gionet, his wife Dated: 5/31/1963 Recorded: 5/31/1963 Liber: 5355 Page: 429 CONTINUED NEXT PAGE STEWART TITLE_INSURANCE COMPANY By: Kathleen Hennessy Title Officer Swor to before e this 20t d y tember, 2019 l Not P b 'c ERIN A.SIDARAS Notary Public,State of New York No. 01 S14903642 Qualified in Suffolk County Commission Expires Aug.24,20�n Page 9 of 18 NEW YORK METRO 800-853-4803 stewaft title 9art.co /nyme ro _` stewart.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT SOUTHEAST (Continued): District: 1000 Section: 126.00 Block: 01.00 Lot: 020.000 Lots 17 & 18, "Map of Section 1, Property of George L. Tuthill and Others", filed 1/15/1929 as Map No. 861 3D Grantor: Joseph E. L. Gionet and Marjorie M. Gionet Grantee: Marjorie M. Gionet Dated: 5/25/1978 Recorded: 6/5/1978 Liber: 8438 Page: 152 3E Grantor: Marjorie M.Young formerly Marjorie M. Gionet Grantee: Elaine Gionet, Laura Gionet and Susanne Gionet Dated: 1/13/1993 Recorded: 1/14/1993 Liber: 11607 Page: 443 3F Grantor: Elaine Gionet, Laura Gionet and Susanne Gionet Grantee: John F. Wall and Ann P. Wall Dated: 12/30/1993 Recorded: 1/25/1994 Liber: 11661 Page: 901 CONTINUED NEXT PAGE STEWART TITLE INSURANCE COMPANY By: athleen Hennessy Title Officer Sworn t efore e this 20th y of S ember, 2019 otary ubl ERIN A.SIDARAS Notary Public,State of New York No.01 S14903642 Qualified in Suffolk County Commission Expires Aug.24,20zlD Page 10 of 18 NEW YORK METRO 800-853-4803 ei aft ,xi#1 0 9art.co /nym fax ��rlr stewart.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT SOUTHEAST (Continued): District: 1000 Section: 126.00 Block: 01.00 Lot: 020.000 Lots 17 & 18, "Map of Section 1, Property of George L. Tuthill and Others", filed 1/15/1929 as Map No. 861 3G Grantor: Ann P. Wall, as surviving tenant by the entirety Grantee: Richard A. Wall and Kenneth N. Wall, as Co-Trustees of the Ann P. Wall 2012 Irrevocable Trust dated 2/23/2012 Dated: 2/23/2012 Recorded: 4/19/2012 Liber: 12691 Page: 159 LAST RECORD OWNER Kathleen Hennessy, being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: Kathleen Hennessy Title Officer Sw n to befor me this 2 hS ptember, 2019 1 t ry blic ERIN A.SIDARAS Notary Public,State of New York No.01 S14903642 Qualified in Suffolk County . Commission Expires Aug.24,20 zoLf Page 11 of 18 NEW YORK METRO 800-853-4803 1698 fax stew aft ".E E e 9art.co stewart.com/nymetro T` stewart.com/nymetro - CHAIN OF TITLE FOR PREMISES ADJACENT SOUTH: District: 1000 Section: 126.00 Block: 01.00 Lot: 007.008 Lots 21, 22 & 23, "Map of Section 1, Property of George L. Tuthill and Others", filed 1/15/1929 as Map No. 861 4A Grantor: Robert L.Young, widower and George G. Tuthill and Katherine B. Tuthill, his wife Grantee: Russell D. Tuthill Dated: 4/26/1951 Recorded: 10/21/1969 Liber: 6643 Page: 484 4B Grantor: Robert L.Young, widower and George G. Tuthill and Katherine B. Tuthill, his wife Grantee: Russell D. Tuthill Dated: 4/25/1950 Recorded: 10/21/1969 Liber: 6643 Page: 481 4C Grantor: Russel D. Tuthill and Helen Dansro Tuthill, his wife Grantee: Frank J. Murphy Dated: 11/20/1969 Recorded: 12/23/1969 Liber: 6680 Page: 248 CONTINUED NEXT PAGE STEWART TITLE INSURANCE COMPANY By: )&/\-"j athleen Hennessy Title Officer tty joeptmember, e this 2019 N ry lic ERIN A.SIDARAS Notary Public,State of New York No. 01 S14903642 Qualified in Suffolk County Commission Expires Aug.24,20� Page 12 of 18 NEW YORK METRO 800-853-4803 fax a CHAIN OF TITLE FOR PREMISES ADJACENT SOUTH (Continued): District: 1000 Section: 126.00 Block: 01.00 Lot: 007.008 i Lots 21, 22 & 23, "Map of Section 1, Property of George L. Tuthill and Others", filed 1/15/1929 as Map No. 861 4D Grantor: Frank J.Murphy Grantee: Louis Hodor Dated: 10/11/1977 Recorded: 5/5/1978 Liber: 8423 Page: 496 4E Grantor: Frank J. Murphy Grantee: Richard Magill Dated: 12/29/1980 Recorded: 1/7/1981 Liber: 8940 Page: 383 4F GrantorCRh agil GranteeillDated:RecordeLiber:Page: CONTINUED NEXT PAGE STEWART TITLE INSURANCE COMPANY By: athleen Hennessy Title Officer Sw tjos e this th ember, 2019 of y PubYlc ERIN A.SIDARAS Notary No.101 S149036State of 42ew York Qualified in Suffolk County Commission Expires Aug.24,20 Page 13 of 18 ( NEW YORK METRO 800-853-4803 stewtrt ,-E1- 0 9art.co /nyme ro stewart.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT SOUTH (Continued): District: 1000 Section: 126.00 Block: 01.00 Lot: 007.008 Lots 21, 22 & 23, "Map of Section 1, Property of George L. Tuthill and Others", filed 1/15/1929 as Map No. 861 4G Grantor: Laura Magill Grantee: Richard Magill Dated: 10/20/2015 Recorded: 10/20/2015 Liber: 12837 Page: 287 4H Grantor: Richard Magill Grantee: Ryan Carr and Michele Carr, as joint tenants with right of survivorship Dated: 11/2/2015 Recorded: 11/23/2015 Liber: 12841 Page: 893 LAST RECORD OWNER Kathleen Hennessy, being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County,of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY l By: dL�� athleen Hennessy Title Officer Ith to b re e this tember, 2019 N t Pufic ERIN A.SIDARAS Notary Public,State of New York No.01 S14903642 Qualified in Suffolk County Commission Expires Aug.24,20 Page 14 of 18 NEW YORK METRO 800-853-4803 ste waft ,title 9art.co -9698 fax stewrt.cominymetro CHAIN OF TITLE FOR PREMISES ADJACENT NORTH: 5A "Eighth (8th) Street" Kathleen Hennessy, being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: thleen Hennessy S orn e his Title Officer Oay eptmembc r, 2019 N ry Pub c ERIN A.SIDARAS Notary No.101 S149036State of 42ew York Qualified in Suffolk CountY Commission Expires Aug.24, Page 15 of 18 , NEW YORK METRO 800-853-4803 1�ftewjcaft ,y!-E' art.com/nym fax JL!-JL stewart.com/nymetro i CHAIN OF TITLE FOR PREMISES ADJACENT WEST: District: 1000 Section: 125.00 Block: 04.00 Lot: 024.023 Lots 1 thru 29, Open Space Parcels A&B, Laurel Trail, Laurel Way and Laurel Court, Map of Laurel Links at Mattituck, filed 11/23/2001as Map No. 10712 6A Grantor: Beaulah T. Cooper Grantee: Henry A. Pollak Dated: 12/16/1952 Recorded: 12/18/1952 Liber: 3452 Page: 99 6B Grantor: Rose Pollak Grantee: Rose Pollak, as Trustee of the Trust under the Will of Henry A. Pollak Dated: 8/8/1990 Recorded: 10/3/1990 Liber: 11145 Page: 423 6C Grantor: Rose Pollak, as Trustee of the Trust under the Will of Henry A. Pollak Grantee: Rose Pollak Dated: 8/8/1990 Recorded: 10/3/1990 Liber: 11145 Page: 427 CONTINUED NEXT PAGE STEWART TITLE INSURANCE COMPANY By: K thleen Hennessy Title Officer tth Oteinbers2019 e thi Nq�VT Pu c ERIN A.SIDARAS Notary Public,State of New York No.01 S14903642 Qualified in Suffolk County Commission Expires Aug.24,20 Page 16 of 18 NEW YORK METRO 800-853-4803 1ewa u 9art.co /nym fax i.�?iT. stewart.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT WEST (Continued): District: 1000 Section: 125.00 Block: 04.00 Lot: 024.023 Lots 1 thru 29, Open Space Parcels A&B, Laurel Trail, Laurel Way and Laurel Court, Map of Laurel Links at Mattituck, filed 11/23/2001as Map No. 10712 6D Grantor: Rose Pollak Grantee: Harvey B. Pollak Dated: 12/11/1991 Recorded: 1/28/1992 Liber: 11408 Page: 124 6E Grantor: Harvey B. Pollak Grantee: The Second Harvey B. Pollak Limited Partnership Dated: 2/25/1997 Recorded: 2/27/1997 Liber: 11818 Page: 333 6F. Grantor: The Second Harvey B. Pollak Limited Partnership Grantee: Laurel Links Country Club, Inc. Dated: 3/23/2001 Recorded: 4/12/2001 Liber: 12113 Page: 35 CONTINUED NEXT PAGE STEWART TITLE INSURANCE COMPANY By: K thleen Hennessy Title Officer Swor o o m this 20th y o mber, 2019 Nota Pub 'c ERIN A.SIDARAS Notary Public,State of New York No.01 S14903642 Qualified in Suffolk County Commission Expires Aug. �/ Page 17 of 18 NEW YORK METRO 800-853-4803 �„{ � title" art.com/nym fax L stewart.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT WEST (Continued): District: 1000 Section: 125.00 Block: 04.00 Lot: 024.023 Lots 1 thru 29, Open Space Parcels A &B,Laurel Trail, Laurel Way and Laurel Court, Map of Laurel Links at Mattituck, filed 11/23/2001as Map No. 10712 6G Grantor: The Second Harvey B. Pollak Limited Partnership Grantee: Laurel Links Country Club, Inc. Dated: 3/23/2001 Recorded: 4/12/2001 Liber: 12113 Page: 37 6H Grantor: Laurel Links Country Club, Inc. Grantee: Laurel Links, LTD. Dated: 12/14/2001 Recorded: 12/20/2001 Liber: 12159 Page: 270 LAST RECORD OWNER Kathleen Hennessy, being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: ye�5;44� athleen Hennessy Title Officer 10thkeptmember, s 2019 No ta Pu li ERIN A.SIDARAS Notary Public,State of New York No.01 S14903642 Qualifiedin Suffolk g 2n2� Commissin Expires Page 18 of 18 Nunemaker, Amanda From: Richter,Jamie Sent: Thursday,August 01, 2019 9:31 AM To: Verity, Mike; Nunemaker,Amanda; Rallis, Damon Cc: Collins, Michael Subject: Stormwater Review Follow Up Flag: Follow up Flag Status: Flagged Michael I have been backed up with other town projects and have not given the StormwaterReviews the attention they deserve. If the plans were sent to Engineering more than ten working days ago and the applicants are calling please release them with the understanding that the stormwater review will follow. I will do my best to catch up and'when I do we can terminate this temporary situation. Thank you for your attention to this matter. Jamie If you can please keep a running list of permits issued and include the Tax Map Number and send them to me by E-Mail. That way 1 have a record of who to contact with the approved stormwater plans. Thanks again! i ;6. a, � 1, James A.Richter, R.A. Stormwater Manager Office of the Engineer Town of Southold,New York Stormwater Management Control Plan Website: http://www.southoldtownny.gov/index.aspx?nid=l 95 Office: 631-765-1560 CONFIDENTIALITY NOTICE:This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. Dwyer, Tracey From: Maryna Bilous <maryna35313@gmail.com> Sent: Wednesday, March 10, 2021 11:35 AM To: Dwyer,Tracey Subject: Building Permit Hello Tracey, as per our phone conversation,please extend Building Permit#44276 for the new construction at: 215 8th Street Laurel,NY 11948 for another six months. Thank you. Kind regards, Maryna Bilous ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Nunemaker, Amanda From: Nunemaker,Amanda Sent: Wednesday,January 12, 2022 8:34 AM To: 'Jessica Magee' Subject: 215 Eighth Street Laurel Hi Jess, I received the foundation location for the new dwelling at the above address. The location of the completed house is not meeting the required 40'front yard setback(survey shows 39 feet),therefore this will require ZBA approval or the front'porch will have to be reduced in size. Secondly,the building inspector needs the manuals and additional details from the energy testing. Anthony can contact John directly on this matter if he has questions. Lastly,the permit has expired and a renewal fee of$ 1,155.20 is due. Thank you. Amanda iftnemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 i Mejia, Evelin From: Mejia, Evelin Sent: Wednesday, December 13, 2023 2:51 PM To: 'maryna35313@gmail.com' Subject: BP#47480- 215 Eighth Street Laurel Good afternoon, The following are items needed in order to issue the Certificate of Occupancy for the new dwelling (BP#48474) at the above address: 1. Finish insulation in basemer�t�✓ / 2. Finish basement egress= cover 2(both)V- 3. Energy efficiency c ' cation rb 4. Storm shutters 5. DC315 or equal on exposed spray foam insulation 1i/ 6. Stairs from garage to dwelling% 7. ZBA relief required for 39' ont setback or correct for 40'setback 8. Placard required.VF ✓ —'� Kind Regards, Evelin Mejia Town Of Southold Building Department Annex Building 54375 Main Road Southold, NY 11971 (631)765-1802 1 SITE PLAN INFORMATION TEST HOLE DATA TO MATTITUGK� SITUATED AT LAUREL AMP ARCHITECTURE TOWN OF SOUTHOLD 15400 MAIN ROAD N MATTITUCK, N.Y. IIg52COUNTY OF SUFFOLK 5162140160 25 STATE OF NEW YORK ,jjj SUFFOLK COUNTY TAX LOT # 1000-126-I-7.ci ,.LOT NUMBERS SHOWN THUS: 12 REFER TO MAP OF PROPERTY OF GEORGE T. .a,.,,TUTHILL 4 OTHERS, SECTION ONE FILE IN THE OFFICE OF THE CLERK OF .OL BROWNNSUFFOLK COUNTY ON JANUARY I5, la2a AS FILE No. 861 LOAM �v - -AREA= 24,Ci02 Sc L. Ft. or 0.572 ACRES 0J5M BROWN SILTY \ ,-PROPOSED HOUSE AREA= 1,746.4 Sc�. Ft. SAND . t�` S �'C• �Y� >. -ELEVATIONS REFERENCE NAVD l a88 01 � 4.5' - 41 -SITE PROTECTION/SILT FENCING TO BE INSTALLED AS 2G REQUIRED BY SOUTHAMPTON ALBO DR G -PROPERTIES LISTEDIVE UTILIZE -per PUBLIC WATER AS PER SGWA 1000-126-1-24.23 25 000 126 1 20 SP PALE BROWN TO JAME5PORT O LAUREL 0 1000-126-1-21 FINE SAND 1000-126-I-24.23 . -yQLu U 111 DRAINAGE SYSTEM CALCULATIONS: = J DWELLING ROOF AREA= 2,154 50. FT. KEY MAP O DO 00 00 WELL I50+ 1;14'7 50. FT. X 0.1-1= 366.2 IT 367/42.2= 5.1 VERTICAL FT. OF V DIA. LEACHING POOL REOUIRED Q PROVIDE (1) 5' DIA. x 4' 4 (1) 5' DIA. x 5' STORM DRAIN POOLS GRAPHIC SCALE COMMENTS: NO WATER ENCOUNTERED LOT COVERAGE TAX MAP# 1000-126-1-1.4 DISTRICT R-40 51NOLE FAMILY RESIDENCE DESCRIPTION AREA T COVERAOE TOTAL LOT AREA 24,0102.0 S.F. DWELLING BPROP009rrED HOUSE,GARAGE d 2154 5.6% PUBLIC WATER PROPOSED DECKS 206 0.5% PROPOSED BASEMENT ENTRY 56 0.2% TOTAL AREA OF ALL STRUCTURES 2416.0 S.F. MAXIMUM COVERAGE ALLOWED = 20% _ `r DWELLING PUBLIC WATER EL=25.1' - - - - - - - - - - - - - - EL=322 I' O I 1 <t N I I Ff;z:,'OFOSED SEFTIr- , S""'STEM DETA 1 NOT TO SCALE PROPOSED p I F.F.EL= 26.0' 1 u�i 1 z HEAVY DUTY LOCKING CAST Lu p COVER TO GRADE IF IRON COVER TO GRADE 0 z GRADE EL=26.0 'T' I5 USED ON INLET ' 595 MAXIMUM SLOPE 0- 1 v G.o. INV. EL. 24.5' rM1x.2 MAX. MIN. MIN. 4" DIA. - I' MIN. ' ' ..• - ` 1M g 1-8 O 5DR 35 PVG OR .2' MAX. ; ;� '� N EQUIVALENT NEw�K 1 INV. EL. 24.6' 5DR 3" PVG OR -O - - - - -------- - --- --- -- ----------------- OWZIE - -1 I EQUIVALENT 0 MIN. PITCH :I INV. EL. 23.7 (� NEW ENTRY - .-� I" W . . DEOK _ i 1 U ;� lN�l. EL. 23.8' :_I; :..MIN. 4 DIA. MIN. P1 I�.H I GALLON ' MAKE DROP 'T' v - . -5DR 55 PVC: OR SEPTIC TANK ACCESSIBLE FOR . z I < �' i DW I }(X PROPOSED p' :. .EQUIVALENT L in MAINTENANCE Q z� B.F.EL= Iq.o' :. f'... LEACHING POOL 'CRO550VER PIPE ••• LEACHING POOL \ N� J ILu NEW 2 STORY ' I J ..• _ ,F: FN- '✓✓ " I \ l5 BEDROOM) 1 z V.� Z J �, SINGLE FAMILY \`HOMEa' , J I LL,1 Q.,• W NEH LL 20.0'-� FFF-2W BASEMENT I Y lu BF•19' \p ENTRANCE i Q I a lU•- .' . O TYPGAL CONCRETE CYLINDRICAL 1500 GALLON SEPTIC TANK: cv. NEW 2 GAR I TYPICAL DETAILS OF CONSTRUCTION ;: : . ' ^ ': .": `' L.. . . :�' .• ATTACHED 0 •`•.r-- 8 O •:�^- f i, . \DW \ ABASE I. A MINIMUM OF FOUR INCHES CONCRETE BOTTOM w w - TEST I o I 2. AN 4 FEET IN DIAMETER BY 6 FEET HIGH APPROVED Q HOLE 16 RENFORGED PRECAST 50LID RING. p EL. 26.3 5. AN APPROVED REINFORCED PRECAST CONCRETE SOLID 3 GLEAN SAND COLLAR' cQ DOME OR SLAB MIN. 6" THICK _ NEw 2NR 4. T-IE OUTLET AND INLET PIPES MUST BE LOCATED WITHIN BALCONY DWELLING 1 I FLOOR �,;``` ,;�`,1 lo'MIN• (S I 1 THE SOLID RING. cr PUBLIC WATER L--_---------- _-_- _- ------_ _- -_ _ _ ST I 5. CROP T MUST BE PINNED OR OTHERWISE FIRMLY ATTACHED SETBACKAPO 0 S LIQUID DEPTH MUST BE 5 FEET. 1 N j PORCH lu I � LP IN. LP V MIN. I NO 6ROUND WATER ENCOUNTERED EL q.3' z I 1 SEPTIC TANK (1) LEACHING POOLS (2) ��a�`a� !'� PO,a'��t^O lu I (�� 13 I. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE 15 1,500 GALLONS. I. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE POOL HOUSE IS 400 sq ft SIDEWALL AREA. �. QO /EP 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 psi AT 25 DAYS. 2 POOLS;5' DEEP, 5' dia. " �. ;(�O dY� OUS DRIV PIROPOSEV KY I _ 1 c� 3. MALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNE55 OF 4". 2. LEAGHIN6 POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) QO I I p ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORGE OF 500 psf. LEAGHIN6 5TRUCTURE5, SOLID DOMES AND/OR SLABS. 5' MIN. i z 4. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 15 WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL..). 0374(3�' 150.00' EL=20.3' _ _ _ _ __ _ _ _ _ _ _ EL=28.3' 5. 'ME SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF ±1/4") 4. A 10' min. DISTANCE BETWEEN LEAGHIN6 POOLS AND WATER LINE SHALL BE MAINTAINED. OF t4E�l 7, ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND SEPTIC TANK SHALL BE MAINTAINED. Nbq 1310"E 158Sq EXIST.TREE 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. PROPOSED WATER SERVICE TO REMAIN PROJECT: BILIOUS WETLANDS-E'�_K EIGHTH STREET - --_- � SUFFOLK GOUNTI' HEALTH DEFAR7MEN7 AFFROVAL RESIDENCE H.S. REFERENCE NO.: RIO-I'�-0052 215 EIGHTH STREET LAUREL, N.Y. 11948 \ SITE PLAN NOTES: �EN-f1�t�KL;'rI �i(;VtCES yr.. ,�u�i=oL:c COUN�•Y�=��''' "•• DRAWING TITLE: I. THIS IS AN ARCHITECTS SITE PLAN 8 IS QGRIyi!T FOR APPROV L 0"C`.()NSTRLC►ION rOR SUBJECT TO VERIFICATION BY A LICENSED 5i't,vL`� F%�" ``w OIL! ( SITE PLAN \ SURVEYOR. THE INFORMATION PROPOSED SEPTIC \ VACANT REPRESENTED ON THIS SITE PLAN 15 THE \ ARCHITECT'S BEST OF KNOWLEDGE AND p WAS OBTAINED FROM A SURVEY DATED ►3A"E 1 �+-"t� '� ~ \ DECEMBER 2q, 2016 PREPARED BY: APPROVE NATHAN TAFT GORWIN i r.0R ►ilAM".NgU!, c .-.„_r't�%r 00!15 86 MAIN ROAD A t�. T nr1.. � JAMESPORT, N.Y. IIg47 � .....r ;,ry �r �,�:,^� /ti<(3i= A.P' �► " 1 � PAGE: 15 TEL. (651) 'T27-20g0 SP-100 S 1 'TE FLAN DATE: 08/13/19 1. OF 1 SCALE: 1'-0" = 20'-0" SURVEY OF PROPERTY 9 I2 Z SITUATE _ LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK �� e��r�►n n� S.C. TAX No. �1000 41126-01-7.9 IL FLAG#z EDGE BY WERANDS '�` SCALE`� DECEMBER 29, 2016 FLAG #3 FLAGGED By pTMERs ALL MAY 9, 2019 ADD PROPOSED HOUSE I1 "FUG/4 1� (/R' DECEMBERJUNE 25. 201 FOUNDATION OUT LOCATION #5 * Ii8 �#1 t DECEMBER 14, 2021 FINAL SURVEY 6 t1 9 �1. D l i :L AREA = 24.902 sq. ft. `—�� 0.572 cc. - /�-- - DEC 2 2 2021 CERTIFIED TO: ANASTASIA KEATING Buill o TOWS OF =O`'" '° ANDRIY LOTOTSKIYY - WESTCOR LAND TITLE INSURANCE COMPANY 10 O69�500 LOT NUMBERS SHOWN THUS: 12 REFER TO f(�g, MAP OF PROPERTY OF GEORGE-T TUTHILL : OTHERS, SECTION ONE FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JANUARY 15, 1929 AS FILE No. 861 + 3} 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �� . ,Gj�59�Na MpN• to EXISTING ELEVATIONS ARE SHOWN THUS: 1130. _ $6: 4?� — SEPTIC SYSTEM TIE MEASUREMENTS lkHOUSE HOUSE \ N 69.13+�0 CORNER ❑A CORNER�B, i SEPTIC TANK is' 43.5' COVER % \ 8 \\��{ i �� LEACHING POOL 20' S4.5' 0 o c0S �9 o„ I 0A 16 COVER 1 " $ \ 2- F. COW '� o LEACHING POOL Z o N • \ _ \I 1 COVER 2 29 57 Z • 0 21.6' c+ b,13.3' u11p py5• j SFF�C O 11.4'a W WAS TANK EGR < 6 K m p 3 E 103 WINDOW u�t9 r (2) a/ON vi. a n ;�I WOOD PIAT. rj OG $m In rn7 WINDED ! (ji - �µAR�ED IN COAC A IMUM r 13.5' N= 13.4' WELL ,n l°p G �H A9T Bf THE LIA /�B b MIDs7KD0 WOOD \ �� AG FOR SUCH eD� cxli\ WOOS m 19.3'`D 5TEp5 1 14 t� 1171E cNTIOt}. � \ \ \ y x 1 \1 1g c �o y �� uo O m o Jc j. s a S1 G $ ,�3 1I1 Ii; - E LIc. No. 50467 ��tGR UNAUTHGPJ21M ALTERATION OR ADDITION Cf 1 TO THIS SURVEY 15 A VIOLATION OF - (11 NG �R SECTION 7209 OF THE NEW YORK STATE wp EDUCAVION LAW. Nathan Tat orwin III 05 COPIES STHIS IRVE SURVEY RSI INKED SEAL BEARING N SHF9 . G _,`CpwP��jL F1BL90SStD SEAL SHALL NOT BE CONSIDERED Land Surveyor +� .40 TO BE A VAUD TRUE COPY. 69 Q VSPS 9 CERTIFICATIONS INDICATED HEREON SHALL RUN �C Nn ONLY TO THE PERSON FOR WHOM THE SURVEY �^ 15 PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. isaksen,Jr. LS. po Np DTLE COMPANY,GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. �$ pw VG wp TTO THE INSTITUTION �GN�OF THE LENDIINNG�II AND Title Surveys—Subdfv ens —�,Sifa Plans — Construction Layout PV8 TUnoN.CERTIFICATIONS ARE Nor TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 AND/OR EASEMENTS OF RECORD, IF THE EXISTENCE RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS T ANY, NOT SHOWN ARE NOT GUARANTEED. _ 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY SITUATE LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK �� S.C. TAX No. 1000-126-01-7.9 SCALE 1"=40' FLAG #2 EDGE 8Y �1Jlt YY6 FLAG ;3 WE�IANos RAGGED E OTHERSAL� IL MAY 9, PROPOSED ADD OPOSED HOUSE ''f�G 14 o DECEMBER 5, 2019 STAKE OUT FOUNDATION m JUNE 12, 2020 FOUNDATION LOCATION #5 'u AL DECEMBER 14, 2021 FINAL SURVEY + AREA = 0.572 cc. ff. S CERTIFIED TO: C-1Z ANASTASIA KEATING ANDRIY LOTOTSKIYY WESTCOR LAND TITLE INSURANCE COMPANY F , g 69�g0�a I �. LOT NUMBERS SHOWN THUS:� 12 REFER TO Q• / MAP OF PROPERTY OF GEORGrT. TUTHILL & OTHERS, SECTION ONE FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JANUARY 15, 1929 AS FILE No. 361 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM yCjI _c 'p11. EXISTING ELEVATIONS ARE SHOWN THUS: Y�� ,�8•'�H U i N ,a SEPTIC SYSTEM TIE MEASUREMENTS O+ / G�' HOUSE HOUSE !� CORNER ❑A CORNER�B N 6913 \\ �, it /' r — SEPTIC TANK 18 43.5 A \\ g� \�,'i � ��'�� LEACHING POOL 20' 54.5' p'` <y \ '°°� i i 16 COVER 1 iy `y »'c \o Ao�c�+oo � 2n roNY i'y o O LEACHING POOL , 1% N0 \ i a° \� w D eAL�' o COVER 2 29 57 - Z $ • \ • di 21.6' cif HC. 01 U�G4 a 13.3' WOOD Fp p• 5. d>; SEPTIC O 11.4'a W a 5TEP5 WpN CE TANK EGR a 6 at p3 E O WINDOW ��. t9 (2) S/ON f 3 K WnA OOD PLAT. 7 O L•', �L m ~7 YiINO VI W ! ° ° Z O PREPARED M ACCOR i IMUM `- N= 13.4' WELL LJAO -0 4 STANDARDS FOR 1R E-ft�LISHED t. m G FOR SUCHBY THE LAL5.47WD�APRR D AT 13.5' rn f x •�' .6 19.3'°' SWTE�PS \ �, �O / "4�`' Bldg Dept copy from ZBA TfILE ASSOcumoN �� x'z r9 — WOOD 1 14 /- v� Final reviewed documents ` o oSTEPS' ZBA File# r7 Date: / / 1 y 2 O I�� flI OWN \\\ ')g 0++5�� ;0%Oj 04. -CE ¢o V. O f_ _✓ra Lam} g, ,� mN.Y.Sc.PNo. 50467 UNAUTHOWED ALTERATION OR ADDITION +C7A+m a.•r�= 1 f EVtJ" TO THIS SURVEY IS A VIOLATION OF oY'JOpWdot I EDUGnON2 W.OF THE NEW PORK STATE ■ COPES OF THIS-SURVEY MAP NOT BEARING Nathan Ta twin III THE LAND SURVEYOR'S NOT SEAL Land Surveyor. SHED 9�1 N j-gs' EMBOSSED SEAL SHALL NOT BE CONSIDEREDSISIDERED ' TO ES A VAUD TRUE COPY. CTATIFlCATIONS INDICATED HEREON SHALL RUN i UN S0 13SES ONLY TO THE PERSON FOR WHOM THE SURVEY tno 1nm IS PREPARED,AND ON HIS BEHALF TO THE , Successor To: Stan)ey J. haksen,Jr. LS. °¢ TITLE COMPANY,GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. •p o HG .� LENDNG INSTITUTION USED HEREON,AND ,n c p N TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys—Subdivisions — Site Plana — Construction Layout P�BV TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE USES PHONE (631)727-2090 Fox (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OR SEM AND OFFICES LOCATED AT MAILWG ADDRESS AND(OR OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 JamesporC New York 11947 Jamesport, New York 11947 - SURVEY OF PROPERTY SITUATE LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ILL S.C. TAX No. 1000-126-01-7.9 SCALE 1"=40' FLAG /2 AL EDGE BY AL I�� I� r ' DECEMBER "= 2016 ' ]1II� FLAG /3 WEn�uIDs F<Acc� OTHERS �� — Y 9, 2019 ADD PROPOSED HOUSE f4 FrDECMEAMBE R 5, 2019 STAKE OUT FOUNDATION G /t FLI1G #5 illli AL f� $ £ to FEB I 6 2022 JUNEDEC MB 14 FOUNDATION LOCATION \, n DECEMBER 14, 2021 FINAL SURVEY r AREA = 24.902 sq. ft. 0.572 aa. s AL ��1 4 8U1LOffi�33s. -_.�. I� TOWIN OF SOUTt S v� CERTIFIED TO: 20 ANASTASIA KEATING oy �.^ ANDRIY LOTOTSKIYY WESTCOR LAND TITLE INSURANCE COMPANY w S rag�50 0 1. LOT NUMBERS SHOWN THUS: REFER TO Y MAP OF PROPERTY OF GEORG TUTHILL k OTHERS, SECTION ONE FILE IN ON JANU HE 0 S IC'29 AS E CLERK No. 86 1 OF SUFFOLK COUNTY 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �� Y . ,�$�OU�NG MpN• N - - c s EXISTING ELEVATIONS ARE SHOWN THUS: N a c 4. _ W � > CA 6: A o > Q s SEPTIC SYSTEM TIE MEASUREMENTS O- A LU o m 2 HOUSE HOUSE +NO / �\ fc N �: c O 4-- CORNER ❑A CORNER 69 3 \ i �' _ CD 0 LU o � a) SEPTIC TANK , it z -a d O COVER 18 43.5 $�o \ $ \fir I i �� LLJ 60 0 U LEACHING POOL y \ o„ C.1 I U- ®9 20' 54.5' 00 $� ,s•c+ `� a 4 y , 1 1`'� 16 I p u v! © o LU COVER 1 ZZ y �o A 2n ''TO ON! �! I i— a'LU O W�D �i $o C)CC �: 42 m LEACHING POOL 29 57 y s \ u9 Ix G,1 LL COVER 2 rr O 11.4 N13 La WOOD 0 S• i Z U. •- 5Epn0 o w a + S1EP5 V°N cE 7 j f LJ :a 0) LLJ ^(tee�� . p+ WINDOW u C9 f (2) A/ON C a Q z �, ,7 J- _ 0 �.��or-. �' �':� WOOD PLAT. Via$ v W EGRESS y Tl�yQTy_ MII WINDOW �' a (�Q RA O V k e 13.4' WELL. t' (j\ 10. Ci 0 U - EPAR IN'`ACCO •OG� STANDAR0.5�pR TITLE SURVEY^+AS A9LIS _ .y BY THE LL17fLl.. AND-rROVED'AND �� ry i� mm WOOD mGL, I m C UCH. Bf 7HE11EW YORK`SU IMIDD Q '7 O 35�' m WOOD 19.3' STEPS O 0 f .� f0 ASSOCN N: I u q� Tn CooG �' STEPS \ �' I L '.•`,3 �„-; '. ..R„ °',1v $y7� �1 . s3 014 O Sc n- 00 \ 4pN$C l�.Sy_ 1��Arb - [ m 2 E i N.Y.S. Llc. No. 50467 �LGa�s UNAUTHORRED ALTERATION OR ADDITION ! TO THIS SURVEY IS A VIOLATION OF (j1 aG �t SECTION 7209 OF THE NEW YORK STATE �c Wp COPISEDUCATION LAW. Nathan Taft Corwin III » .�1 NOS COPIES OF SURVE1 R'3 NIA SEAL OARING N s �3'�0 1, 0,,�ilGG�ptFg E BE A MBOSSED SEAL TRUE RH COPY BE CONSIDERED Land Surveyor wo YFS '>,� N S 69 Q J56 TSB - CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To:Stanley J. Isaksen,Jr. L.S. N NGwp•1F� LF�NDINGINS INSTITUTION LIMED HEREON,AND CY D Joseph A. Ingegno L.S. o �eJC 7TO THE ASSIGNEES OF LENDINGGI TRANSFERABLE. Title Surveys—SubdlWslons — Site Plans — Cons6uctlon Layout PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT hIAILING ADDRESS AND EASEMENTS OF RECORD, IF } ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Moln Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 s REScheck Software Version 4.6.5 Compliance Certificate Project LO & ILO LLC RESIDENCE Energy Code: 2015 IECC Location: Laurel, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,370 ft2 Glazing Area 26% y Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 215 8th STREET LO&ILO LLC AMP ARCHITECTURE LAUREL, NY 11948 NY 1075 FRANKLINVILLE ROAD LAUREL,NY 11948 5162140160 J • • • UA trade-off Compliance: 12 'A Better Than Code• Maximum.UA: 345 Your UA: 301 Maximum SHGC: 0.40 Your SHGC:, 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies. Gross Area Cavity Cont. Perimeter Sunroom Ceiling: Flat Ceiling or Scissor Truss 145 49.0 0.0 0.026 2 Skylight 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 87 0.300 26 SHGC:0.40 Front Elevation:Wood Frame, 16"o.c. 464 13.0 5.0 0.057 20 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 5 26 0.300 8 SHGC:0.40 Door 1:Glass 81 0.300 24 SHGC:0.40 Right Elevation:.Wood Frame, 16"D.C. 4t85 . 13.0 5.0 0.057 24 Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 61 0.300 18 SHGC:0.40 Right Elevation-Sunroom:Wood Frame, 16"D.C. 84 0.0 0.0 . 0.238 7 Window 3:Vinyl/Fiberglass Frame;Double Pane with Low-E 36 0.300 11 SHGC:0.40 Door 2:Glass 17 0.300 5 SHGC:0.40 , Rear Elevation:Wood Frame, 16"D.C. 691 13.0 5.0 . 0.057 28 Window 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 204 0.300 61 SHGC:0.40 Left Elevation:Wood Frame, 16" o.c. 387 13.0 5.0 0.057, 17 Window 6:Vinyl/Fiberglass Frame:Double Pane with Low-t 90 0.360 27 ,SHGC:0.40 I Project Title: LO & ILO LLC RESIDENCE Report date: 09/17/19 Data filename: C:\Users\Owner\Google Drive\AMP Architecture\Private Jobs\02 North Fork\Bilous, Page 1\of 2 Maryna_215 Eigth Street, Laurel 012219\05 Construction Documents\REScheck\Bilous_rescheck.rck c ti Gross Area Cavity Cont. Perimeter Left Elevation-Sunroom:Wood Frame, 16"o.c. 84 0.0 0.0 0.238 7 Window 5:Vinyl/Fiberglass Frame:Double Pane with Low-E 36 0.300 11 SHGC:0.40 Door 3:Glass 17 0.300 5 SHGC:0.40 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. -Name-Title Signature Date , c Project Title: LO& ILO LLC RESIDENCE Report date: 09/17/19 Data filename: C:\Users\Owner\Google Drive\AMP Architecture\Private Jobs\02_North Fork\bilous, Page 2 of 2 Maryna_215 Eigth Street, Laurel_012219\05_Construction Documents\REScheck\Bilous_rescheck.rck 2015 IECC Energy ,' Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling/ Roof 49.00 Ductwork(unconditioned spaces): Glass & Door Rating LI-Factor SHGC Window 0.30 0.40 Door 0.30 0.40 Skylight 0.30 0.40 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments FLOOR PLAN NOTE5 ALL NEW WINDOWS 6 DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT WINDOWS AND DOORS; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "A-200" FOR NAILING Q STRAPPING DETAILS. DOOR NOTE: WINDOW/DOOR FRAMING: NEW EXHAUST FAN SHALL BE INSTALLED WHERE NEW LAUNDRY ROOM: U I. INSTALL NEW INTERIOR DOORS WHEN GALLED OB SEE PAGE A-200 FOR FRAMING ELEMENTS AROUND [� VENTILATION 15 NOT MET BY MEANS OF NATURAL 12 I. NEW WASH /DRY HOOK UP [��I�NONCHART OUT ON PLANS BY 'JELD-WE:N' (OR EQUAL). DOORS AND WINDOWS (TYP. FOR ALL) U.O.N.; CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR 2.COORDINATE LAUND. ROOM 3 DOOR - 2.DOOR TYPE TO SELECT PROVIDE (2) 2"x5" HEADER AT OPENINC75 U.O.N. SPACES AS PER NY5 MECH. CODE SECTION 405.5.2.5; DIM.'s w/SIZE OF EQUIP. EGRESS 3. INSTALL A5 PER MANU 5PE0.'s INSTALL AS PER MANU. SPECS 3.PROVIDE HOOK UPS AS REGIS PER WINDOW ROUGH OPENING WINDOW DIMENSION CLEAR STAIR RAILING NOTE: MANU. TYPE MODEL # OPENING FRONT ENTRY DOOR EGRESS NOTE: O " ELECTRICAL METER: GALL-OUT [_ __ WIDTH REO'D: 20" I. ALL NEW STAIRS SHALL HAVE MAX. 6-1/4 RI g HEIGHT REOV:24" I. Y.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING $ MIN. q" Tr - RISERS SHALL BE CLOSED O NEW ELECTRICAL METER; INSTALL AS DRYER EXHAUST NOTE: WIDTH � HE(GHT' WIDTH HEIGHT WHEN DOOR I5 OPEN q0° PER NY5 MECH. CODE, k UTILITY CO. I. DUCT SHALL TERMINATE TO EXTERIOR _�E__T_- , ,_ OPEN REQ'D: 5.-7 S.F. 2. 42 HIGH GUARDRAIL $ SPINDLE 5PAGING --- -- 2.PROVIDE (2) 2"x8" HDR., U.O.N. N STANDARDS;UNDERGROUND SERVICE. 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY „ , „NOT TO ALLOW PASSAGE OF A 4" SPHERE; A CASEMENT GWIS 2-4 -0 2-4 41-I I „ 3. JACK AND KING STUDS A5 PER PAGE A-200 OPENINGS 56" HIGH HANDRAIL 4 SPINDLE 5PAGING NOT O 3.DUCT SIZE AS PER MANU. 2s TO ALLOW PASSAGE OF A 4 SPHERE , „ „ „ 3. 6RIPPABLE RAIL AS PER GODS ELECTRICAL PANEL: 4.DUCT SHALL 8E EQUIPPED w/ A BAGKDRAFT DAMPER Al TRANSOM GTR2410 2-4 � I-O � 2 4 WINDOW NOTE: q NEW 250 AMP ELECTRICAL PANEL 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN �. � O I. ALL NEW WINDOWS 8 DOORS SHALL BE LOCATION;ALL INSTALLATION AS CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO DBL. ANDERSEN 400 SERIES CASEMENT,DOUBLEHUN6, B GX25 5'- " 5'-0 V V-2 4'-11 " q.8 5.F. SMOKE DETECTOR / GO DETECTOR NOTES: PER NY5 ELECTRICAL GORE CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM CASEMENT �{ OR GLIDING (AS NOTED); INSTALL AS PER MANU. O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SHALL BE LIMITED TO 51NOLE LENGTH5,NOT TO - SPEG.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN SMOKE /CARBON MONOXIDE COMBINATION DETECTOR EXCEED 6 FEET AND SHALL BE LISTED AND LABELED BI DBL. A� 5'-2 I'-O" "6LA55 WINDOWS AND DOORS" ON PAGE A-100 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. IN ACCORDANCE WITH UL 2158A. TRANSOM _ _ 2.IF CASEMENT WINDOWS - ALL 05MNT WNDW5 2.INSTALL ALL AS PER MANU. 5PEG.'s to NEW 6A5 METER: b.EXHAUST DUCTS SHALL BE MIN O.OI6" THK RIGID G CIRCULAR7E GIR30 ^ SHALL HAVE STRAIGHT ARi1 HINGE WHEN 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR INSTALL NEW 6A5 METER REGULATOR/ METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 3. IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE: IN COMPLIANCE WITH LOCAL GORE VENT A5 PER NY5 MECH. GORE, FUEL 6A5 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DBL. GODS, d UTILITY GO. STANDARDS. 6A5 DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL D - GX24 5'-3 " 4'-0 �' 5'-2 i" 4'-O" -1.1 S.F. TILT WASH METER SHALL BE POSITIONED 0 6RADE CASEMENT 4. ALL GLAZING WITHIN IS OF FF TO BE TEMP. 6L `-� O NEW ATTIC ACCESS - PULL DOWN STAIR: '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER E CASEMENT GWI35 2'-4 " i 3'-5 -IF b I. MIN. 550 # CAPACITY LOCATION To THE WALL OR ROOF TERMINATION. THE EGRESS NOTE: 2.51ZE TO FIT MECH. EQUIP. THROUGH NEW A/C CONDENSER: MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 IN COMPLIANCE WITH NEW YORK STATE BUILDING OPENING (MIN. 22"x30") FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° F DBL' OX245 5'-3' " 4'-5 " ' " " GORE, SECTION R310.2.1;THE FOLLOWING MEANS 0= 11 I. SIZE CONDENSER BASED ON NY5 MEGH. GORE. CASEMENT 5-2 4-4 8.6 S.F. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES EGRESS SHALL BE FOLLOWED: 3.I HR FIRE RATED 2. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING 4.DBL. FRAMING WHEN NEW OPENING OF ENTIRE GU. FT. NOT INCLUDE THE TRANSITION DUCT. 5. INSTALL AS PER MANU. SPEC.'s 3. INSTALL CONDENSER ON GONG. PAD G GIRGULAR GIR2 2'-O �! :2'-0NET CLEAR OPENINO........... 5. S.F. b.CONSULT H.O. FOR PRECISE LOCATION NET CLEAR HEIGHT............... 24" MINIMUM OF ACCESS A/C ZONE 2: INSWING FWH54b8H E 11 7 it 1 11 I II NET CLEAR WIDTH................. 20" MINIMUM H I. NEW AIR HANDLER d DUCTWORK IN PATIO DOORS APLRui ATTIC FOR SECOND FLOOR HI PATIO DOO TRANSO R FWT5411 5'-411 IF I'-O V M INSWING W FWH5068 51li € 6E_p�El 4'-II 4" b'-1 �" 2T.50 y ` PATIO DOORS APLR V _ J O JI PATIO DOOR FWT501I :5'-O" - 1'-I " 4'-II I'-O 0 J TRANSOM0 NATURAL LIGHT $ VENTILATION NATURAL LIGHT $ VENTILATION K CASEMENT GX13 `-A" _ 3'-0 " 2'-7 2'-II " FLOOR AREA 213 S.F. - - - - - - - - - - - - - - - - - - FLOOR AREA 202 S.F. _ �� S.F. KI TRANSOM GTR2810 % REG. PS.F. I - �� i I % REG. B55 PROV. LIGHTING;MIN. &% ID MIN. m �k OF FLOOR AREA11.0 S.F. 18.1 S.F. I I I I OF FLOOR AREA 16.2 S.F. I&I S.F. VENTILATION;MIN. VENTILATION;MIN. -- -- .. 4% OF FLOOR 8.5 S.F. I-1.1 S.F. I I !, I I 4% OF FLOOR 5.1 S.F. 11.1 S.F. AREA I I 'i � � I I AREA I I I4,1 I II I 11 25-4 10-4 i 10- 7'-by2,l F I I 6 I I F NEW 4"x3" ALUM. IL L=j NEW 4"x3" ALUM. - I DOWNSPOUT (TYP) DOWNSPOUT (TYP)-\ 0 SIMPSON 2 3 2Qx6a 3 2 _ 2 3 n LUS210-3 = G = m = I " HANGER ; 1 3 L. ' - - - - - - - - - - - - - - - - - - - - - - - - \T = -1 i R! I (2) 2"xb" � P05T (2) I."15"xq.5" 2.OE 6P (2) 2"x411 P05T P05T O LVL FLUSH HEADER P05T .:.. ;�.;.:;::>,::.., :.. . . :.• - - - 3'-2" (2) I.'15"xq.5" 2.OE 6P ...... ..< :_:... ,. NEW WOOD FRAME LVCFLU�EADER <:: I FLUE WITH TRIPLE I ,1 6-31, I WALL FLUE I TRIPLE WALL CHIMNEY FLUE; 10" - L _ _ _ I - - L - - - - r FLUE W/MIN. 2" Iti - N SPACING TO WALL I w p - I I 00 �t NEW "xb" II II ® R.R. I INEW 2"xb0".R..R. 1 0.67 %J 11 v� BEDOOM 2 _QmV24xba wp tL X= Fn a BEDROOM 51 I I O I ~ Z z I V I I W 1 IJ~ 5M/GO I cv m I I I 1 3 1 5 SM/GO O 13'-8" 3'-j qll x qll 0 10' 2¢xba m 2¢ ba / _ (2) 1 N 2"x10" G.J. _ - - - - - J l� ® 16" O.G. I _ ..: ;;.<.. ..s .., tV - NEW - ' O .OE 6P LVL 0 .. . , � � w � , m AIR HANDLER � 5'-b" b'-b" 2 xb E I FOR ZONE 2: Z SECOND FLOOR I V) O I ACCESS HATCH m . _ „.• •< v - V / I O DOWN TO b MASTER X 4 4 - - r BATHROOM = - Y -' "GO SECOND FLOOR o Q N I 4 DN. b O y in- I I O w R uji - V N �t 7' O �_ , - V � t- vi 1-7 - W ® PEN TO BELO - z W a a � 2 xb ACCESS HATCH UP I w 1 3 To ROOF DECK I m r I = SIMPSON LU5210-3 24xba m ? ( .fl HANGER I 5 A-boo 1 .•o .. .. A- O (2) POST 1(2) 1.15NCIS" 2.OE GP 5M/GO LVL FLUSH HEADER _ 7.1x4 `r 2) :2 LVL 3-6 A ' I I A POST 2 F 4'-10" 5 54xb SLDRI'-IOy 11 r - - - NEW 2"xl0" cv tr-4,4" 3 1 24xba _ I • F I MASTER SM/GO 3 CLOSET MASTER v 0 v m I BEDROOM PROJECT: _ X= q N X �p BEDROOM 4 I in 3 - z tu ut, 6 I I I LO & ILO LLC I 3 r I I I NEW 2"xb" R.R. RESIDENCE - _ I I F x x4 I I - - - - - - r 215 EIGHTH STREET 241 - - - I i I LAUREL N.Y. 11.948 2 x 20 - - - - - - - - - - - - - - - - - - - - - - -I J 10'-011 II'-I" I I L- - - - - - - - - - -I L - - - - J DRAWING TITLE: NATURAL LIGHT $ VENTILATION - - - - - - - - - - SECOND FLOOR PLAN NATURAL LIGHT $ VENTILATION pi FLOOR AREA 125 S.F. ATTIC PLAN FLOOR AREA 502 S.F. % REG. PR�V - - - - - - -5.F• 8'-O" LI6FfTING;MIN. 8% Offf NEW 4"x3" ALUM. NE:W 4"x8" ALUM, 4 OF FLOOR AREA DOWNSPOUT (TYPJ % REG. 10.0 S.F. 16.3 S.F. i DOWNSPOUT (TYPE P1�OV. 17 LIGHTING; MIN. 8% OF FLOOR AREA 24.2 S.F. �i; r 1 , I. �� I I PAGE: VENTILATION;MIN. 4% AREA OR 5.0 S.F. 15.4 S.F. t r � � H r600w� 7 VENTILATION;4% OF FLOORIN 12.1 S.F. s f Fr AREA DEC 1 0 2021 A-50- I SEGONri ) FLOOR PLAN ATPLAN ----- TI G i�L l� mer�l��(� SCALE: 1/4" = I'-O" SCALE: 1/4" = P-O" DATE: 12/07/21 8 OF 12 \\ O U 4" FRESH AIR VENT Q J L THROUGH ROOF v I I I I I i PULL BATHROOM FULL BATHROOM MASTER BATHROOM W UNOTE: FULL BATHROOM FULL BATHROOM ___211_ _2 MASTER BATHROOM p ALL PLUMBING WORK �— _ -r I I 1 _ � �4 q4 �4 LOCAL PLUMB N6 CODE SHALL CONFORM To T I I 7 r o -----i---i ----- ----- i----- I I I i I i i I � I I I _ � � . Q 4 : U 1 I 1 1 I 1 I Qa Qa I Qa I 1 1 Qa 3 2"I 2 1 1 2"j 2 1 1 I 1 2 1 2 1 1 2 U I Ix I� v Q4 I� 13 v EOEND I I I Kj 3: 31 iv xj 3: 31 Iv KI 3 31 Iv I Iv 3j I Q I I 1 I I 1 I I I I PROVIDE "ABE50 FP200 FR x. 1V x x. U x: dJ x. I z 1 I 1 2 I I 12 12 1 I I 12 ( EXPANDING FOAM" (OR EQUAL) - j m - j 1ry - j 1 - I kry m IV 1= 1= Iv HOT WATER I I i i I i I AT ALL PENETRATIONS IN FIRE N, iN TUB N: 1\ n iN SHOWER ry I� I In SHOWER ry Iry 'ry iN ryl iry TUB m ————— SUPPLY 1 RATED WALLS AND - - - - U I )11 FLOORS/CEILINGS. PRODUCT --------- - -- ----------` -------` - ---------- GOLD WATERI � . .. .. _.._.._.._. ._..-.._.._.._.._., .._.._.. .._.._. .._.._.._.._.._..12" I2" I5HOWER I5HO14ER 2" 2" I CONFORMS TO A5TM E 814, -- SUPPLY w:4 TUB TUB ASTM E 54, AND UL 14-Ia -" - - -- L - -- LAUNDRY GARAGE I I FULL BATHROOM 2 3 2 2 I 2 g"G.O j i KITCHEN EXPOAND NFOAM" (OR EQUAL) I 1 AT ALL PENETRATIONS IN FIRE 4 LAUNDRY GARAGE FULL BATHROOM _ �_ _2___ KITCHEN NOTE: I RATED WALL5 AND ALL PLUMBING WORK O I I FLOORS/GEILING5. PRODUCT CONFORMS TO A5TM E 514, SHALL CONFORM TO O 2 LOCAL PLUMBING CODE Fes- Q I ASTM E 64, AND UL 14"I9 111 211 1 2"I 2"I 12 GLEAN OUT Q I u I I I 1 3 I I j� I I3 ' I 13 ~ I I I I I AS READ s1 v IV I I zl IV *I Iv dJ I I NEW F.A.I. ivy �n ivi �c�V I NI �n iv1 Iry m ivI �N p�� U 3" FLOOR 21 2 I WASHER — I I — j — TUB 211 TRAP w/3" 2" 21 I ? TUB 2 1 - -- -- WASHER - ------ DIN G.O. L 2" 3 G.O. NEW WATER I I - -- -- — SUPPLY SYSTEM 4" 1 I I I z 1 I 2"1 4" HOUSE 1 I MAIN DRAIN N I I to 1 411 1° = I o �w HOU5E TRAP 3 - 11 0 < 211 X j Q 2" G.O. I m N BAGKFLOW PREVENTION: j TO ET WATE MAIN Z PROVIDE BACKWATER BAGKFLOW PREVENTION: 411 VALVES IN COMPLIANCE WITH � � ui TO SEPTIC SYSTEM BG 6501.1 AMENDMENTS TO � PROVIDE BACKWATER ASGE 24-05 SECTIONS -f.3.3 d O VALVES IN COMPLIANCE WITH 1.5.4. g PG 1I5 $ BC G501.1 O AMENDMENTS TO ASGE 24-05 O O SECTIONS-1.3.3 d ?.3.4. FLU i E31 i O RISER — SUPPL T' � Ivl I� 2 k a FLUME3 1 NO RISER - DRAIN / NASTE / VEIN SCALE:SCALE: NTS w SCALE: NT5 z O O z o w z O NOTE: U ALL PLUMBING d V N FUEL GAS WORK O SHALL CONFORM04 IL J TO LOCAL tij N PLUMBING CODE d OFUEL GAS p N v � N PIPING PENETRATIONS: > I. PROVIDE "ABE50-0 FP200 FR ui EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILINGS. 2.PRODUCT CONFORMS TO A5TM E 814, ASTM E 84, AND UL 14-79 KITCHEN L IL RANGE m PROJECT: GAS SUPPLY LO & ILO LLC PROV. NEW-75,000 BTU FURNACE TO BE NEW VENT LINE RESIDENCE z SELECTED;NO LE55 THAN EXTENSION PIPE 012% EFFICIENT REGULATOR !u N �Y GUT OFF VALVE NEpq 3 m (LOCATION MAY 215 EIGHTH STREET FURN. °VARY) LAUREL, N.Y. 11948 BAGKFLOW PREVENTION: TO OAS DRAWING TITLE: MAIN PROVIDE BACKWATER PLUMBING RISER DIAGRAMS VALVES IN COMPLIANCE WITH SG 0501.1 AMENDMENTS TO ASGE 24-05 5EGTION5 '1.3.3 a GAS RISER DIAGRAM -1.5.4. CAS RISER - 5Ui=FLY PAGE: SCALE: NTS A-800 DATE: 12/07/21 12 OF 12 _ DQ APPROVED AS NOTED DATE: B.P.# CO 140T PROCE D WITH FRAtt NG UNTIL URVEY FEE: BY: OF FOUNDATION CATION NOTIFY BUILDING DEPART T AT 14AS BEEi4 APP OVED. 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING Must provide lanuals s. INSULATION A J and S ; per 4. FINAL - CONSTRUCTION MUST P+IyS Ener Code BE COMPLETE FOR C.O. ALL CONSTRUCTIC N SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. LU iz Blo"'fe ' door t— CM!PLY`i:ITH ALL COD::S or-, and du ttiwOrk � N'EV.f YORI(STATE& TO 4% CODE'S W AS REOUIRED AND CONDITIONS OFEr testing squired. = J U J Q SOU>haD TO ,4 TRUSTEES A)l _ N.Y.S.DEC TRUSS PLrXPdRD.NG C QUIRED OCCUPANCY OR USE IS UNLA\ i 1`1jL WITHOUT CERTIFICATE OF OCCUPANCY ELECTRIC.. INSPECTION RE QUIRED DRAINAGE INSPECTiO"!S ARE RECUM70 Contact TOS Engineering at 765.1SrO be!ore Bacictill,OR Provide Englneor'€s Cprti!ic^tlon that the drainage has been instaliod to Cod^. PLUMBER CE IFIC TI N ON LEAD CON NT F_F RE CERTIFICATE Of 9CC PA .1(�'Y SOLDER USE IN K AT R �Yll�''�e '�' li-l�tln; SUPPLY SYST V ClNM)T in'r illm, rerinced Or EXCEEID 010 - 1 0 LEA 72 rq Code ALL`PLUIiBI WASTE. &.WATER.LI t S NG D TE;i-wti.BEEOF 1.GOV Rill z w O U ui Q w o: 37 , ARCHITECTURE ANTHONY PORTILLO, R .A. LEED AP PROJECT: w��d sh�� LO & ILO LLC 1075 FRANKLINVILLE ROAD 204 25TH STREET, SUITE 203 p RESIDENCE LAUREL N .Y. 11948 BROOKLYN , NX, 11232 q V 215 EIGHTH STREET LLC' - 0:516-214-0160 0:516-2:14-0:160 LAUREL, N.Y. 11948 '� ��, rwh e trJe DRAWING TITLE: V 7 TITLE PAGE r"" �-d PAGE: T_100 DATE: 09/27/19 1. OF 11 NOTES A Sf=E:G I F I GATI ONS CARPENTRY SITE WORK FA(5E <E)000' : IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOU5LA5 FIR LARCH #2 8 BETTER (Fb = 875) UNLE55 I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR TO&ETHER AT ALL TIMES. IT 15 AL50 THE CONTIZACTOR'5 RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, INSULATION $ FENESTRATION REQUIREMENTS TITLE PAGE SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. 8" MIN. FOUNDATION EXPOSURE. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. NYSEGG 2015 TABLE GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SSTOCKPILE TOCKPILE ALL EXIGAV OBTAINED FROM MATERIALS. DRIVEWAY AND BUILDING SITE. COMPONENT PROPERTIES R402.1.2 COMPLIES I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2'xb", UNLE55 (1) 2 xb APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS TREE R-13 CAVITY INSULATION MIN. R-15 + R-5 AS PER _ I ®® GENERAL NOTES 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR EXTERIOR WOOD FRAME WALL R-VALUE TABLE 402.1.2 OF NYS YES 4. AT FLUSH FRAMING USE I6 6AGE METAL JOISTS HANGERS BY 'TEGO OR R-5 CONTINUOUS INSULATION ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ENERGY CODE - ZONE 4 STRUCTURAL DESIGN CHARTS STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. R-4cl - 7" SPRAY FOAM MIN. R-4Li AS PER TABLE 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALL5. CEILING R-VALUE INSULATION (R-'7 PER 402.1.2 OF NY5 ENERGY YES AND AUTHORITIES HAVING JURISDICTION. FOUNDATION, CONCRETE, AND MASONRY INCH) CODE - CLIMATE ZONE 4 6. DOUBLE ALL J015T5 UNDER PARALLEL PARTITIONS, POSTS, AND BATH TU55, I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TING FOUNDATION AS IT NYSEGG 402.1.5 AND TABLES A-200 HOLDOWN ANCHOR BOLT 4. ALL OWNER/BUILDER NOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. APPLIES TO THE NEW W WINDOW U-FACTOR U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM WORK BEING PERFORMED AND SHALL COORDINATE THE ' ' OF THE O 5UB-CONTRA07OR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF LEAKAGE 0.50 GFM/SF U-FACTOR=0.35 MAXIMUM YES STRAPPING & NAILING DETAILS 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. AIR LEAKA6E=0.30 GFM/5F SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L MIN. R-50 AS PER TABLE STRUCTURAL DESIGN LOADS WITH THE WORK. R-50 INSULATION 402.1.2 OF NY5 ENERGY YES . ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/SQ. FT., U.O.N. FLOOR R-VALUE 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE aPT CODE - CLIMATE ZONE 4 �`�00 SITE PLAN C UNLE55 APPROVED BY THE ARCHITET/ENGINEER. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS PROJECT/ZONING DATA -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE OTHERWISE NOTED BEFORE THE START OF FRAMING ON PACE A-1. GENERALLY, 5HEATHING 15 OF 1/2" THICKNESS ON WALLS AND ROOF AND IS OF COX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. APPLICABLE. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS T �L� R�OI .�1 ®�®® FOUNDATION PLAN ,I. II. SUB FLOORING, GENERALLY, TO BE OF 3/4" . DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE THIGKNE55 AND OF GDX GRADE. UNTIL 151 TIER OF FRAMING 15 IN PLACE. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. "f. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. LLI CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED STRUCTURAL MEMBER ALLOWABLE DEFLECTION 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. SOLID WITH CONCRETE. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. RAFTERS HAVING SLOPES GREATER THEN 3/12 L/I80 A-500 FIRST FLOOR PLAN w PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. W/ NO FINISHED CEILING ATTACHED TO RAFTERS 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 10. ALL CONCRETE TO HAVE AN ULTIMATE GOMPRESSNE STRENGTH AT 28 = J RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE X GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS DAYS OF 4,000 P.5.1., U.O.N. INTERIOR WALLS 6 PARTITIONS H/180 V J EXCEED 8'-O" AND AT EVERY 8'-O". y 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 11. GONG. 5LAB5 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH Q 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE b MIL. POLYETHYLENE VAPOR BARRIER UNDER FLOORS d PLASTERED CEILINGS L/360 _ ® I SECOND FLOOR PLAN 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL A-2 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS ALL OTHER STRUCTURAL MEMBERS L/240 ATTIC PLAN RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK NECESSARY. 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - BROOM GLEAN. (1) WALL TIE PER (5) 50. FT. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL 1'7. PROVIDE ALL NAILING AND 5TRAPPIN5 ADDRESSED ON PAGES A-1 <, LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL COOE5 THROUGH A-3 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 s�00 SECTIONS AND ORDINANCES. ' O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. le). AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GODS. MAX. 32-0 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 ROOF FRAMING PLAN; DESIGN DETAILS THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A 16 SPAN. FROM FOOTING TO 2" ABOVE FINISH GRADE. COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES JJ�� / AS PER PAGE A-1 THROUGH A-3. OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITEGT/ENGINEER. NO l" `('J O 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, STi�UGTUfi�f�tL DES I CAN LOADS ARGHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND CONCRETE SHALL BE PLACED ON FROZEN SURFACES. BUILDING SECTION AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY DESIGN DETAILS THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER ARCHITECT/ ENGINEER. USE LIVE LOAD DEAD LOAD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPING, OR 50AKIN5 UNTIL THE WOOD ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND INJURY TO OR DESTRUCTION OF TANE3IBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER HHERE EVER APPLICABLE. EXTERIOR BALCONIES 60 psf 15 psf ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (5) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS,SCREWS, FLASHING, ANCHOR BOLTS, A-700 ELEVATIONS WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A DECK5 40 psf 15 psf CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. MIN. 10" DEEP PROJECTING b" ON EACH 51DE OF THE FOUNDATION WALL. EMPLOYED BY ANY OF THEM, OR AWONE FOR WHOLE ACTS ANY OF THEM MAY PROVIDE: TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: CONCRETE 5LA55 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. PA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOI5T McMILLIAN 1.11E MICROLAM 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 B. GEORGIA PACIFIC, 2.OE G-P LAM 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf e PSL (PARALLEL STRAND LUMBER) DENOTES AS IN 50LID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8 PLUMBING RISER DIAGRAMS OF CONCRETE, ETC. ARE TO BE CAREFULLYULLY SUPERVISED BY THE CONTRACTOR BUT NOT LIMITED TO FORMWORK,BL.O FRAMING, NAILING, PLACING A. TRU55 J015T McMILLIAN 2.OE PARALLAM DEEP $ 3'-0" BELOW GRADE. ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf CAREFULLY TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, 5P ALL TO BE INSTALLED AS PER MANU. SPEG.'s ECIFIGATION5, GAS RISER DIAGRAM APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22 FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, INSULATION AUTHORIZATION OF THE ARCHITECT/E:NGINEER. NOTES, AND TABLES ON PAGE5 A-1, A-2, $ A-3. THE FASTENING SCHEDULE 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. N THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SLEEPING ROOMS 30 psf 15 psf SPECIFICATIONS ON THE FLOOR PLANS SHALL 'UPERSEDE THE FASTENING FOIL TO BE PLACED TOWARD WARM SIDE. NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SCHEDULE). HOEDOWNS OPERATE IN GONJUNGTi:.N WITH THE PERFORATED PERTAINING ARE TO BE FIELD VERIFIED. STAIRS 40 psf 15 psf 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 8 MANU. 5PEG.'s). 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY GUARDRAIL5 AND HANDRAILS 200 psf 15 psf WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. CONTRACTOR OR OWNER. GARS SHOULD BE TAKEN NOT TO DAMAGE 25. COLUMN BEARING AS FOLLOWS: FOUNDATION WATERPROOFING. 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED 50LID TO FOUND. WALL w/ END GRAIN, OTHERWISE, INSULATE AS FOLLOWS: ROOF LOADING (LIVE = GROUND SNOW LOAD)) 20 P 1 psf 12 psf FOR ATTIC, SPECIFICATIONS, UNLE55 NOTED OTHERWISE. TREATED W 3. GENERALLY, UNLE55 NOTED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. - el" OTED FOR FLAT CEILINGS 5 psf FOR LATH. WALL w/ STEEL SHIMS 8 A MIN. 5/4 OF NON-51HRINK GROUT R-50 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. SECURE w/ (2) 1/2" 41) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® - 5.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS EXIST. WALLS d 12" LONG HOOKED BOLTS ® NN!�'N FOUND. WALLS). FOR ANY - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 25. PLEASE NOTE THAT THESE PLANET ARE PROTECTED AGAINST ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQU!t,:_D REINFORCING (® MIN. le, - 5.25" R-21 FOR 2"xb' WALL CONSTRUCTION - 5.25" R-21 FOR FLOORS ASGE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). COPYRIGHT PROTECTION ACT OF 11ta'O (AWCPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ GLA55 WINDOWS AND DOORS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) E ANCHOR BOLTS, I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE b" LONG w/6" RISE d ;,4/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2. GLA55 DOORS AND WINDOW5 SHALL NOT BE INSTALLED UNTIL PROPER CODES AND REFERENCE STANDARD: SET 6 DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGES A-1 THROUGH A-3. CLEARANCES ARE PROVIDED. GROUND SNOW LOAD 20 LB5 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2DI5 INTERNATIONAL BUILDING GORE, 2015 INTERNATIONAL RESIDENTIAL CODE,AND 2015 PROPERTY r 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED BASIC WIND SPEED 150 MPH MAINTENANCE GORE. GYPSUM WALL BOARD WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT UNLE55 OTHERWISE NOTED. N 2. REFERENCE STANDARD USED FOR ,ALL WOOD FRAMING, CONNECTIONS OF METHOD. EXPOSURE CATEGORY COMPOUND B z WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH CONSTRUCTION MANUAL BY AF d PA. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALL5 AND CEILING, UNLE55 MANUFAGTURER'5 517E0IFICATIONS. SEISMIC DESIGN CATEGORY B 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING OTHERWISE NOTED. WATER RE515TANT (W.R) AT BATHROOMS AND WHERE O CODE. DEEMED APPLICABLE. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE WEATHERING SEVERE U ENERGY CONSERVATION CODE. 4. ALL MECHANICAL WORK SHALL C014FORM TO THE 2015 INTERNATIONAL 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR FROST LINE DEPTH 3' MECHANICAL GORE AND 2015 INTERNATIONAL FUEL 6A5 CODE. ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING QO 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL TERMITE MODERATE TO HEAVY NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE ICE BARRIER REQUIRED YES w TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 5. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 TO DRY BETWEEN GOATS. FINAL GOAT TO BE 5ANDED SMOOTH. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. GENERAL WIND PROTECTION CONNECTION NOTES: ADAPTED FROM STANDARD FOR HURRICANE RE5ISTANT RESIDENTIAL 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND a• ALL WINDOWS TO BE ANDE:RSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH CONSTRUCTION;557D 10-111i AND 2015 513C HIGH WIND EDITION WOOD FRAME ALL OPENINGS. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH ;� A �' I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 6. FASTEN GYPSUM BOARD A5 PER FASTENING THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE SCHEDULE ON PAGE A-I. :) FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DF-51ON PRESSURE, -.� �t`►`t © 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENING DEVICES NOT ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2506 OF IBC SHALL PLUMBING REQUIREMENTS. '`� �:.A 'I BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. I. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE, AND VENT (DWV) g* �ie,",•�y Q 3. METAL PLATES, CONNECTORS, 5GREW5, BOLTS AND NAILS EXP05ED TEMPERED WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SYSTEMS TO NY5 PLUMBING CODE. TEMPERED GLA55. - AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. (P a 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 2• PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. `-"`"°� ASPHALT ROOFING SHINGLES 4().S � SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS AND AT BASE OF VERTICAL WASTE PIPES. SHINGLES OR APPROVED EQUAL. 0i' AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/&" PER 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER IS LOCATED FOOT. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 5 GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: LINE. 6 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. PROJECT: 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY �� - D15H WASHER.........................................2" I6 WITHIN 4 OF EXTERIOR CORNERS. 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED - KITCHEN SINK........................................2 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER - LAVATORY...............................................2 CONSTRUCTION. - SHOWER,�B..........................................2„ ILO LLC OF J" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE A1SHOR BOLT SHALL BE - TOILET........................................................5" 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S RESIDENCE PROVIDED W 6 ITHIN TO 12 INCHE5 OF EACH END OF EACH PLATE. ANCHOR - LAUNDRY .................................................2" SPECIFICATIONS. BOL75 SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MA5ONRY - FLOOR DRAIN..........................................5" FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 5. NAILING OF ROOFING SHALL BE TO CODE. AND AT 5PACING NOT EXCEEDING 4' ON CENTER. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" THROUGH ROOF. b. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED ELECTRICAL: 7. PROVIDE FR05T-PROOF HOSE BIB5 WITH EA51LY ACCESSIBLE DRAIN a 215 EIGHTH STREET I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM DRAIN COCKS AS REQ'D. H05E BI55 SHALL BE PROVIDED WITH BACKFLOW 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR TO 2011 NATIONAL ELECTRIC CODE, 14FPA 70 AND 2015 INTERNATIONAL ENERGY PROTECTION. 2:12 PITCHES TO 4:12 PITCHES LAUREL, N.Y. 11948 CONSERVATION CODE. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON WITH BACK FLOW PROTECTION. THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. DRAWING TITLE: COMPLETION OF WORK. Q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL MEGHANIGAL CONNECTIONS: 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: HEALTH DEPARTMENT STANDARDS AND REGULATIONS. GENERAL NOTES - GENERALLY, VERIFY OR PROVIDE HARD WIRED 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE SUBSTITUTED PROJECT/ZONING DATA SMOKE DETECTORS w/BATTERY BACK-UP IN: TO CONGEALMENT OF PLUMBING. WITH AN APPROVED EQUAL PRODUCT. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY A. EACH SLEEPING ROOM "51MP50N" MANUFACTURER. II. NOTCHING AND BORING OF STUDS,JOISTS, RAFTERS AS PER BUILDING CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES B. OUTSIDE OF EACH SEPARATE SLEEPING NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL AREA IN THE IMMEDIATE VICINITY OF NOR ANY POTENTIAL DAMAGE THEREOF. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING THE BEDROOMS (GENERALLY THE HALLWAY) VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" PAGE: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED G. EVERY LEVEL OF DWELLING MECHANICAL. FUEL GAS: 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER (BA5MENT, FIRST FLOOR, 8 5E:GOND FLOOR, ETC.) MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 1. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER NY5 MECHANICAL CODE AND FUEL GAS CODE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED A-1.00 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. DATE: 09/27/19 2 OF 11 FASTENING SCHEDULE A �ONSTRUCjTON DETAILS WIND LOAD FFTH ANC.,HOR 5OLT SFEG F GATIONS NOTE: TH15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 }� I I (SEE PAGE A-2 FOR STRAPPING AND NAILING REQUIREMENTS, CI`lI O EC.T O �l DETAILS AND ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO SCALE SPECIFICATION (WFCM TABLES 5.2A 5.25, P. 112) CORNER FOR ALL 5TRUGTURE5: CONDITION FASTENER SPEC. FASTENER 5a„ 5/8"(P ANCHOR BOLTS ® 3a" O.C. DESCRIPTION AND GUANT17Y SPA GINO • • ROOF GE I L I NC FRAM I NC n NOTES: RAFTER TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER f WOOD JO I S WOOD JO I I. MIN. -l" EMBEDMENT INTO CONCRETE W/ 5" SQUARE WASHERS AND END NUT SETUP; CEILING J015T TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER JOIST 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL BLOCKING JOIST HANGE END TOP TWO GOUR5E5 SOLID CEILING J015T TO PARALLEL RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED EACH LAP CONDITION GIRDER/HEADS —� N 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) a-Ibd COMMON EACH LAP OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS WOOD GIRDER WOOD JOIST PLAN DIAGRAM OF ZONES 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" COLLAR TIE TO RAFTER (FACE-NAIL) REGUE5T 5K IF NEEDED PER TIE FROM ENDS AND CORNERS (TWO a CORNERS) BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END (SEE DIAGRAM To LEFT) 4. COORDINATE W/ HOLDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END JOIST FRAMING OVER WOOD G I RDER JO 1ST FRAMING FLUSH W 1 TH G I RDER/HEADER WALL FRAMING Lw TYF GAL NA L NO/STRAFF I NC REOU I RD1 ENTS FOR UFJ� FT/ SHEAR/IEAR/ $ LATERAL W I `l� RES I STAI `�G� TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON 1 PER FOOT U TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE Lu_ TYPICAL NAILING/STRAPPING REQUIREMENTS FOR = J UPLIFT, SHEAR, $ LATERAL WIND RESISTANCE 5TUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. () J HEADER To HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES Q WALL STUD O WALL STUD CONNECTION DI a D2 TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON 4 PER STUD BOTTOM PLAT BOTTOM PLATE BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 1,2 BATHTUB SUB FLOOR ENDJOI5T, or BLOCKING (FACE-NAIL) 2-I6d COMMON PER FOOT DOUBLE JOIST DOUBLE JOIST AT 57UD TO FLOOR ASSEMBLY TO SILL FLOOR FRAMINGk. • PLATES) GONNECTION: ..,, f - FOR STRAP - 3 8 d GOM JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST MON NAILS ® EA. o + END OF STRAP (WRAP STRAP UNDER SILL PL.) BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END n FOR EA. PLATE TO STUD ABOVE & OR BELOW - DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS � _2 _I6_ d COMMON NAILS BLOCKING TO J015T (TOE-NAIL) 2-ad COMMON EACH END BLOCKING TO SILL or 5-I6d COMMON EACH BLOCK ALTERNATE CONFIGURATION - ABOVE STUD TO TOP PLATE (TOE-NAIL) `• a FLOOR CONNECTION H/ # LPT4 SIMPSON (OR EQUAL) a PLATFORM TO SILL PLATES LEDGER STRIP TO BEAM (PAGE-NAIL) 5-I6d COMMON EACH J015T STANDARD/ALTERNATE J0I5T ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER J015T KING STUDS BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 RAFTER PER FOOT GR I PPLE STUD ROOF SHEATHING I V L I I�lO/STRAFF I O l� W I `�DOW/DOOR HEADER STRUCTURAL PANELS: (SEE ALSO GRAPHIC, 5d COMMON 6" ED&E „ HEADER INTERIOR ZONE THIS SECTION) ad COMMON 6" EDGE / 12" FIELD PERIMETER ZONE TOP PLATE (4" O.G. ® GABLE K J NOTATION:ACK STUDS A- NUMBER OF Sd NAILS ® EA. END OF STRAPPING (5:7, P. 15-i-200I) GE I L I NG SHEATHING WALL STUD B- NUMBER OF SILL STUD5-ON FLAT (DOES NOT APPLY TO DOORS) (5.255, P. Iq3 -2001) G- NUMBER OF FULL HEIGHT KING STUDS 0 EA. SIDE OF HEADER (5.25C, P. Icf5 - ALTERNATE�5.25D, PG. 194 -2001) GYPSUM WALLBOARD 5d COOLERS 'i" EDGE / IV FIELD D- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. 51DE (5.7,P. 151 $ WORK5HEET-2001) E- NUMBER OF JACK STUDS ® EA. END OF HEADER (5.22F, PIgI-2001) D F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD WALL SHEATHING TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION TO END OF 51LL(S) ® EA. SIDE (DOES NOT APPLY TO DOORS) G (3.8, P. 151 6 WORKSHEET -2001) STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD B FA57ENIN5 SCHEDULE B GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD K ND RESISTANT GONSTRUGT I ON GONNEGTORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS [IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHING (SUBFLOOR) CONNECTION LOCATION: PART NUMBER: NOTES: CONSTRUCTION MANUAL 2001 EDITIONI R I DGE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: A B G D E F G I" or LESS ad COMMON 6" EDGE / 12" FIELD RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER ROUGH GREATER THAN I IOd COMMON 6" EDGE / 6" FIELD z oPNG W RAFTER-TO-PLATE H,5 or H2.5 APPLY TO EACH RAFTER 2'-0" 2 1 I 1 I 0 0 0 PLATE-TO-WALL STUD 0520 9 18" APPLY TO EACH WALL STUD 4'-0" 4 I 2 2 2 2 w 2ND. FLOOR WALL-70-157. FLOOR WALL LFTA or 0520 © 56" APPLY (5) REQUIRES 3) 2"xl2" HDR (MIN.)TO EACH WALL STUD REGUIRE5 L PLATE OF N.) (MIN> 6'-0" I 3 3 3 3 Q � HEADER-TO-.JACK STUD C520 @ 12" APPLY TO EACH JACK STUD 7 2 3 4 4 4 W CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 557B16 APPLY TO EACH SIDEWALL END L---JL--E]E:] E] ST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. 5FLIGIN0 OF 70F FLATEf FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. •y,,, T05 PLATE r.�T 03]4Q'b �0 LENGTH OF � � TOP PLATE SPLICE REQUIREMENT5 TOP PLATE SPLICE REQUIREMENTS GON71 NUOUS E3U I LT—UF ORDERS, THREE OR MORE SUFFOR75 FOR WIND - EXPOSURES BBC - FOR WIND - EXPOSURES B$C - ALL OTHER GASES ONE STORY SLAB ON GRADE CONNECTION PATTERN SCHEDULE PROJECT: BUILDING MINIMUM SPLICE BUILDING MINIMUM 5PLIGE" BETWEEN I/b CONNECTION DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) LO & ILO LLC PATTERN DESCRIPTION d I/4 OF A ASSEMBLY REQUIREMENTS: WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER MAX.32" 51DE BY SIDE ARE CONTINUOUS OVER THREE OR MORE 12'-O" 2'-O"/2'-6" 12'-0" 3'-O" NAILS® 12"O.G. R ES I D E N C E A (2)ROWS IOd P SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE B (3)ROWS IOd NAILS• 12"O.G. 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN I6-0" 3'-O"/3'-9" 16'-O" 4'-0" P' INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, G (2)ROWS 1/2" m BOLTS® 12"O.G.STAGGERED; NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-O" 4'-O"/5'-O" 20'-O" 5'-O" 11 DBL.• ENDS TWO-PIECE UP GIRDER P MAX.32" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. 215 EIGHTH STREET BUILT D (2)ROWS I/2" m BOLTS® 16"O.C. 24'-0" 4'-0"/5'-0" 24'-0" 6'-0" LAUREL, N.Y. 11948 NAILING: E l2)Rows I/2° m BOLTS 0 24"O.G. TWO-PIECE GIRDER5 ARE TO BE NAILED FROM ONE SIDE BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, 2a-O F (2)ROWS 5-5/5"TRU55LOGK SCREWS 0 12"O.G. l a 1/4 OF A OTHERS 5TAGGERED WITH A DISTANCE OF 16 INCHES 50REPED ON(1)SIDE OF MEMBER 52'-0" 6'-o"rr'-6" 52'-0" V-0" DRAWING TITLE: — • • BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE (2)ROWS 3-5"w TRU55LOCK SCREWS 0 I&"O.G. HOLDOWN ANCHOR BOLT G scREwev ON(U SIDE of MEMBER TO BE NAILED FROM EACH SIDE W/ IOd NAILS, TWO NEAR � � H �(2)ROWS 3-5i8"TRUSSLOGK SCREWS 0 24"O.C. EACH END OF EACH JOIST, OTHERS STAGGERED W/ A 1.GONNEGTIONDUS NL6CE LENOTH5 2--Ibd NAILS SSUME PERFOOT.FOR SHORTER SPLICE PLATE-TO-Top PLATE 36-O 7'-O'/b-�l' 36-O 9-O DISTANCE OF 52 BETWEEN NAILS IN A HORIZONTAL LINE. STRAPPING, & NAILING DETAILS 5GREWED ON(1)51DE OF MEMBER LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO (2)ROWS 5"TRU55LOOK SGREW5• 12"O.G. THREE-PIECE PROVIDE AN EQUIVALENT NUMBER OF NAILS 40'-0" a'-O"/10'-O" 40'-0" II'-O" J SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER P MAX.32" THREE-PIECE GIRDER5 ARE TO BE NAILED W/ 2od NAILS STRUCTURAL DESIGN LOADS ON EA 51DE W/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED K (2)ROWS 5"TRUSSLOGK SCREWS• Ib" .O.G. IN EXPOSURE B 50'-0" 10'-O"/12'-b" 50'-0" I3'-O" 11 SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND W/ THE OTHERS STAGGERED W/ (2)ROWS 5"TRJ55LOOK SCREWS 0 24'O.C. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 52" BETWEEN NAILS IN A 3.TABULATED SPLICE LENGTHS ARE BASED ON a FOOT WALL �� HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 60'-O" 12'-0"/15'-0" 60'-O" I6'-O" SCREWED ON BOTH SIDE OF MEMBER E I/4 OF A HORIZONTAL LINE. LATERAL LOADS SHALL BE MULTIPLIED BY k/8; PAGE: FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE „ „ „ NOTE: FOUR-PIECE 6IDER5 ARE TO BE A55EMLED AS 5HOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 70-O„ 14-O 10-O ICI-O 1.BEAMS E HEADERS NOT NOT1=D WITH CONNECTION PATTERN ON NAILED W/ 2Od NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 5"OR SMALLER - " d CONNECTION PATTERN 'B'WHEN 10"OR LARGER P GIRDER. W HALL - 1.125 b0-O' I6 O" b0-O :2:21-011 A-200 • 10'WALL- 1.25 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 11'WALL - 1.3-15 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P 12'HALL - 1.5 TH15 COLUMN w/MULTIPLIER GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL FOR 10'-0"HALL DATE: 09/27/19 3 OF 11 SITE LAYOUT NOTES: 51 NO LE FAMILY RE51 DENGE I7� 46 1. THIS 15 AN ARCH I T=CT5 SITE PLAN 4 15 SUBJECT TO VERI F I GATI ON BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE O I I d ARGHITEGT'S BEST OF KNOWLEDOE. Q 1' 2. SURVEY INFORMATION WAS OBTAINED O Y FROM A SURVEY DATED DEGEMBER 2q, U> I. F 2016 AND PREPARED BY: — I I NATHAN TAFT GORWIN 111 1586 MAIN ROAD JAMESPORT, N.Y. II0147 TELEPHONE: ((031) 727-2010 O J I o I v t z I I o v z NEW ENTRY W DECK J = J 50' REAR YARD SETBACK U J 1— - - - - - - - - -NEW - - - - BASEMENT NEW ENTRY ' WINDOW WELL J-I-1 4.p ,l I 55.2 Q I aL CONNECT BASEMENT NEW DRY' ELLTO LOT AREA = 24,g02 S.F. ; R-40 NON-GONFORMIN5 mSINOLE FAMIRLY 0 I ?1.3. HOME 1L V \ ° I u REQUIRED PROPOSED GOMPL I ES _Wl ? I o \ \ I 4 DJ�1 �O 'O" m I I FRONT YARD 40.0' 40.0' YES NEN O " ATTACHED m NEW BASEMENT I Q S 1 DE YARD 15.01 55.2' TES GARAGE � ENTRANCE I NEW 2ND BASEMENT I Q I BOTH SIDE 55.01 111.1 ' YES FLOOR WINDOW WELL I YARDS BALGONY REAR 50.0' 50.0' YES In ` I — ;�4.� O AL. F'ROJGT SON I NO DATA r 57 / TAX MAP # 1000-126-I-7.�f 40' FRONT YARD SETBACK NEW FRONT 'S. U/ PORCH / ZONINO DISTRICT R-40 NON-CONFORMINO LP 8' MIN. LOT AREA LLI PROPOSED OR AVEL DR VEW Y \ �•� J�-J/N � � FEMA FLOOD ZONE )C N W } LLI 0�/ _ O WETLANDS D I STR I GT YES NON-JUR I SD I CT I ON i U �O I SsfiT C,/ I Q 24.0 DEG DISTRICT YES NON-JURISDICTIONLLI a Z PROPOSED I50.00' - FIRST FLOOR AREA 1615.0 S.F. '�° . �w0 N6ci ° I5'1011E EXIST. TREE SECOND FLOOR AREA 1755.0 •A ----------------------------------------------- ---------------------------------------------------------------------------------� TO REMAIN : •,; ,.��tk D I R T RO D TOTAL OR055 FLOOR 3 370.0 S.F a ^;1 AREA � (oARAOE AREA 508 S.F. BEDROOM COUNT 5 0 PROJECT: ��0 E I O H T H S T R E E T HD APPROVAL RIO-I�-0052 LO & ILO LLC RESIDENCE LOT ,COVER O 215 EIGHTH STREET DESCRIPTION AREA % LOT LAUREL, N.Y. 11948 COVERAO E TOTAL LOT AREA 24,cf02.0 S.F. DRAWING TITLE: SITE PLAN PROPOSED HOUSE (INGL. 2ND FL. 1,646.0 S.F. &.60/0 BALCON)") PROPOSED OARAOE 508.0 S.F. 2.09/o PROPOSED DECKS 206.0 S.F. 0,g0 PAGE: PROPOSED BASEMENT ENTRANCE 84.0 S.F. 0.5% A-300 SITE PLAN TOTAL AREA OF ALL STRUCTURES 2444.0 S.F. SCALE: 1'-0" = 10'-0" ,,,4 A %/I �,� A ,—.� A I , DATE: 09/27/19 4 OF 11 ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT WINDOWS AND DOORS; IN5TALL AS � GENERAL 5ME3OL <E� : PER MANU. 517E0.'5. SEE PAGE "A-200" FOR NAILING 8 STRAPPING DETAILS. WINDOW CHART _ :I EX15TINO TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR EGRESS gM w/ BATTERY BACK-UP CLEAR EXISTING TO REMAIN WINDOW Rc7UGH OPENING WINDOW DIMENSION O CARBON MONOXIDE GALL-OUT TYPE MODEL # WIDTH REQ DN 20" NEW WOOD FRAME (L.5. GO DETECTOR Wlt7TH HI=1Cf 1T„ WIDTH HEIGHT HEIGHT REO D:24" STL. WHEN APPLICABLE) OPEN REQ D: 5.7 5.F. HARD NEW PARTIAL HEIGHT 5/O MONOXIDEED SMOKE AND DETECTOR COMBO A CASEMENT CWIS 2'- " 5'-0 ".. 2'-4 " 4'-II �" 8.6 S.F. WOOD FRAME (L.O. 5TL. w/ BATTERY BACK-UP „ WHEN APPLICABLE) Al TRANSOM CTR2410 „4. 1-4 2 4 I O NEW FOUNDATION WALL ® FAN w/ DAMPERST B CASEMENT GX25 5'-3 5'-p ": 5'-2 " 4'-II �" a.8 S.F. BI DBL. GTR22810 5,_3 }'-0 d" ` IL ® POST2FOR 4" WALLS STRUCTURAL FL FAN LIGHT GOMBP G G 50 C.F.M. EXHAUST __]F RGULAR GIR30 N5 F 2'-II " w/ DAMPER (MIN. 2 2"xb" 57RUGTJRAL 7F P05T FOR 6" WALL5), U.O.N. D DBL. OX24 .,5`-3 4'_0; " . V-2 4'-O" 7.-i S.F. CASEMENT E CASEMENT GW135 ,2'-4 � - 3r 2'_4 J" 3'-4 E" F CASEMENT GX245 5,_3 „ 4�� ".;. 5'-2 4_4 El, 8.6 S.F. J i FOUNDATION PLAN NOTES CIRCULAR GIR20 2'-04 2'-0 J" O BEAM �I INSWING FWH5468 .. . 3, „ „ W I TYPICAL P. GONG. GRADE BEA 8 WALL -4 - :<::: . b o 5-3 6-7 2q.3� Lu CONSTRUCTION: PATIO DOORS APLR �a , „ • (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE SHIELD PATIO DOOR HI TRANSOM FWT5411 5-4 l.-t 5-3 I -0 U d SILL SEAL • ANCHOR BOLTS AS PER PAGE A-•200 W • P. GONG. FOUND. WALL AS PER Di=TAIL UPON INSWING FWH5068 F_ • P. GONG. GRADE BEAM AS PER DETAIL UPON 4'-II 6'-7 27.30 = J y PATIO DOORS APLR • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR > J • B.O. GRADE BEAM 5'-0" BELOW GRADE MIN. O_ PATIO DOOR • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN JI TRANSOM FWT5011 '- " '- " " I'-O " 5 O 1 1 4 11 Q APPLICABLE) 46-0" 777777-7,117 • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / K CASEMENT GXI3 ' :3" >.. ' " . 2'-'1 1E 2'-I I ay" STOOPS (WHEN APPLICABLE) 13'-b" la'-O" _.._ • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 2--7=k FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) KI ETRANSOM GTR2B10 2"xb" P.T. D.J. 2"xb" P.T. D.J. _ IF - - - - - - - - - - - - - - - - - — — . ® Ib" OG 5 r. NT2 OGSEAM POCKET (TYP) — - - - - - - - - - - - - —TYP. 5TL. COL.:5-1/2" O.D. 5TL. COL. (A5TM A125) II A-601 FREEZE PROOF HOSE BIB: I l D_ I tu I 0.1Y I O FASTENED w/ MASONRY ANCHORS (PRECISE O I i - w 4 O LOCATION T.B.D. IN FIELD - CONSULT w/ OWNER) i- O 4 A eol A bol x �D 17 1 Or' I x GRAWLSFAC E o o ry u 1 "O I x� i OFOUND $ P0575 FOR AD. DECK_ ;' I I-� I N - I I I I ND. P.T. POST 8 P. GONG. PIER UPON I 3 ® I NEW GONG. PAD FOR tu GRADE BEAM AS PER DECK DETAIL. (TYP) I 3 I z I A-601 I i - A/C CONDEN50R PROVIDE NEW 4 - - - - - A-6ol - - - — EGRESS WINDOW WE - 'ELITE'ITE' - i TYPICAL LEDGER BOARD ® EX'r. DEC K: LL L I I O I. (I) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS MODEL BY — — — — — — — _ •' .,~ _ :• _ _ Y•• • 2. SECURED w/ (2) 5/5" 0 x 5" LONG H.D. GAL. LAG ROGKWELL OR 10 — S. O „ EQUIVALENT .• BOLTS a 16 O.G. I 5. INSTALL H.D. GALV. JOIST HANGER5 BY 'SIMP50N' (CR , I HDR. xl0" . ' ;; ;:`., f ::;;: .;.:.• ,', .•:. ....;. NEW AIR HANDLER t; I ` ` i) ,, 1- - - - - - - - - - - - — I FOR ZONE I:FLOOR � I 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 6 _ FIRST BENT OVER TOP EDGE OF LEP6ER BD. I 3'-O" 6 O ll 5. SEE NOTED DETAIL I N $ — — — — ( FOR WOOD STAIRS ® GRADE: NEW ACCESS " i.•`• "'''" O 4" THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON u v OPENING — b" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® I A �; X MAX. W' O.G., U.O.N. (MIN. 5 5TRINGEIZ5) Lu - N `fl I � z O RESERVED A-bol UP 2'x2'xl' DEEP P. GONG. FTC. NEW DRAIN ® CONCRETE STAIRWELL: I I (TYPJ O I. PROVIDE NEW 4' MIN. DRAIN l^V COVER AT BOTTOM OF STAIRWELL I 8'-83�4 a'-05�4" � 9'-07%4 F 2. CONNECT DRAIN TO NEW DRYWELL _ _ (2) 1.75x11.875 2.OE G.P. LVL NEW A/C CONDENSER: ;' L— — J L -1 L _J DROPPED GIRDER L — � 10 ED ON NY5 MECH. CODE. 2 PROVIDE PROPER TO 51ZE CONDENSER SNNAGE TO ALLOW FOR COOLING I N Oi OF ENTIRE CU. FT. 2 Q 3. INSTALL CONDENSER ON GONG. PAD Ago ( ' -i PZOVIDE 4" POURED GONG. A/C ZONE I: I _ u V UNF I N I SHEU SLAB Wr bx6-IOxiO W.W.M. I. NEW AIR HANDLER d DUCTWORK IN I O O DA5F_M�NT BETWEEN CENTER a UPPER BASEMENT FLOOR FOR FIRST FLOOR I I x OF SLAB SECURED IN cV- PLACE DURING POUR; A/C ZONE 2: ® PROVIDE 6 MIL POLY ON 4" - FN- 1 ATTIC(R HANDLER 4 DUCTNORK ONFLOOR FOR SECOND FLOOR O Z <`;; GRAVEL BASE BELOW , SLAB I dJ w a - o • 2 _ 4 PROVIDE RAIL r - - - - - - - - — - - - - - - - - - � AT TOP OF w (5) 1.7 x11.875�?. E G.P. LVL DROPPED GRRDER J FOUNDATION Q WALL MIN. 56" �2'x2'xl' DEEP I " HT. P. GONG. FTC. A-bol Lu (TYP.) I I � � li = PROVIDE SEPTIC TRAP 4 4" LINE I - 2 GAR GARAGE O To SEPTIC I - I SYSTEM A - .� • I I I .... A 10 A-60 CENTER 2 ALL; 2 I.75xIIb75 2_OE G.P. LVL _ _ _ _ a DROPPED GIRDER PROV. NEW 75p00 I �S'T �3740�, UP L — L BTU FURNACE TO BE (2) 2"xl0" `r I PROVIDE 4" POURED GONG. I 2 THAN "1% EFFICIENT HDR ®F Pj� - w SLAB W/bxb-IOxIO W.W.M. ( g O BETWEEN CENTER s UPPER Q Q GALLON WATER 10 QQ - `' PROJECT: OF SLAB SECURED IN HEATER r' I PLACE DURING POUR; I •'r I PROVIDE b MIL POLY ON 4" I - �_ _ — — — — — — — — J :;• m GRAVEL BASE BELOW LO 8c ILO SLAB 7 w 0 LLC A-601 z — — I PROVIDE NEW RESIDENCE _ EGRESS WINDOW ` I — — — — 6 < I MODEL BY- 'ELITE' m 2"X8" P.T. D.J. I ROCKWELL OR ® I6" O.G. i� EQUIVALENT 215 EIGHTH STREET .. Q 6 m LAUREL, N.Y. 11948 2 (2) 2"xl0" P.T. GIRDER 3 L- - - - - - - - - - - - - - - - � - -- T - - - - -1 - -- - - -- - - '� - - DRAWING TITLE: FOUNDATION PLAN - - — — — — — — — — — — — — — — — 21'-4" 4'-I I" 7'-4" 12'-0" 46'-O" 0 g > Q PAGE: FOUNDATION FLANA-400 SCALE: 114" = 1'-0" DATE: 09/27/19 5 OF 11 ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT WINDOWS AND DOORS; INSTALL AS FLOOR PLAN NOTES PER MANU. 5PEG.'s. SEE PAGE "A-200" FOR NAILING 4 STRAPPING DETAILS. DOOR NOTE: WINDOW /DOOR FRAMING: NEW EXHAUST FAN SHALL BE INSTALLED WHERE NEW LAUNDRY ROOM: WINIOW CHART O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O3 5EE PAGE A-200 FOR FRAMING ELEMENTS AROUND O VENTILATION 15 NOT MET BY MEANS OF NATURAL 12 I. NEW WASH / DRY HOOK UP DOORS AND WINDOWS (TYP. FOR ALL) U.O.N.; CIRCULATION THROUGH WINDOW5 OR DOORS TO OUTDOOR 2.COORDINATE LAUND. ROOM $ DOOR OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). PROVIDE (2) 2"x8" HEADER AT OPENINO5 U.O.N. SPACES AS PER NY5 MECH. CODE SECTION 405.5.2.5; DIM.'s w/ SIZE OF EQUIP. CLEAR 2.DOOR TYPE TO SELECT ROUGH OPENING WINDOW DIMENSION INSTALL AS PER MANU. SPECS 3.PROVIDE HOOK UPS AS REQ'S PER WINDOW 5.INSTALL AS PER MANU 5PEG.'s TYPE MODEL # OPENING STAIR RAILING NOTE: MANU. GALL-OUT i FRONT ENTRY DOOR EORE55 NOTE: O4 8 ELECTRICAL METER: _ WIDTH RE O 20" 1. ALL NEW STAIRS SHALL HAVE MAX. b-1/4 RI WIDTH HEIGHT WIDTH HEIGHT "FISHY REQ'D:24" I. V.I.F. FRONT DOOR HAS MIN. 52" CLEAR OPENING $ MIN. q" Tr - RISERS SHALL BE CLOSED O NEW ELECTRICAL METER; INSTALL AS DRYER EXHAUST NOTE: REQ'D WHEN DOOR 15 OPEN q0° __1[ 2. 42" HIGH GUARDRAIL E SPINDLE SPACING PER NYS MECH. CODE, 8 UTILITY CO. I. DUCT SHALL TERMINATE TO EXTERIOR 5 O S.F. 2.PROVIDE (2) 2"x8' HDR., U.O.N. STANDARDS;UNDERGROUND SERVICE. 2.DUCT SHALL TERMINATE MIN. 5'-0" FROM ANY A CASEMENT GWIS 2'^4 ". 5'=O" ". 2'-4 4'-II 8.6 S.F. NOT TO ALLOW PASSAGE OF A 4 SPHERE; OPENINGS 3.JACK AND KING STUDS AS PER PAGE A-200 56" HIGH HANDRAIL $ SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" SPHERE 5. DUCT SIZE A5 PER MANU. " ;;" '�C? " 2'-4 1'-O" ELECTRICAL PANEL: 5. ORIPPABLE RAIL AS PER CODE 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER AlAI TRANSOM GTR2410 2-4 WINDOW NOTE: O NEW 250 AMP ELECTRICAL PANEL 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN DBL. �F_ F " „ „ „ O I. ALL NEW WINDOWS d DOORS SFIALL BE LOCATION;ALL INSTALLATION AS CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO B CASEMENT GX25 5,-3 5-O "y0 5-2 4-I I q.8 S.F. ANDERSEN 400 5ERIE5 CASEMENT, DOUBLEHUNG, SMOKE DETECTOR / GO DETECTOR NOTES: PER NY5 ELECTRICAL CODE CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM E: SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO DBL. , „ , „ , , „ OR GLIDING (AS NOTED); INSTALL AS PER MANU. O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT BI CTR22810 „5-3 I-O" 5-2 I-O SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN SMOKE / CARBON MONOXIDE COMBINATION DETECTOR EXCEED 8 FEET AND SHALL BE LISTED AND LABELED TRANSOM IN ACCORDANCE WITH UL 2158A. 6LA55 WINDOWS AND DOORS ON PAGE A-100 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. NEW GAS METER: 2.IF CASEMENT WINDOWS - ALL GSMNT WNDWS 2.INSTALL ALL AS PER MANU. SPEG.'s 10 6.EXHAUST DUCTS SHALL BE MIN O.olb THK RIGID G CIRCULAR CIR50 ✓-O 2 II O INSTALL NEW GAS METER REGULATOR/ METAL W SMOOTH INTERIOR SURFACES WITH JOINTS SHALL HAVE STRAIGHT ARM HINGE WHEN 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR VENT AS PER NY5 MECH. CODE, FUEL OAS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DBL. , , „ „ 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE IN COMPLIANCE WITH LOCAL CODE GORE, d UTILITY GO. STANDARDS. GAS D OX24 �✓,-3 4-O 5' -2 �=4-O -L7 S.F. TILT WASH DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL CASEMENT METER SHALL BE POSITIONED ® GRADE 50REW5 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. �. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER E --IF CASEMENT GWi35 '=4'77i 3'-5" " 2'-4 gg" 3'-4 " NEW ATTIC ACCESS - PULL DOWN STAIR: 8 S O I. MIN. 550 # CAPACITY LOCATION TO THE WALL OR ROOF TERMINATION. THE EGRESS NOTE: 2.51ZE TO FIT MECH. EQUIP. THROUGH NEW A/G CONDENSER: MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 DBL. �g IN COMPLIANCE WITH NEW YORK STATE BUILDING F GX245 5' 3" " 4'-5 " 5'-2 " 4'-4 " OPENING (MIN. 22"x5O") Il I. SIZE CONDENSER BASED ON NY5 MECH. GORE. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° CASEMENT _ ., Ib 8.6 S.F. CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF 5.1 HR FIRE RATED 2. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES I EGRESS SHALL BE FOLLOWED: 4.DBL. FRAMING WHEN NEW OPENING OF ENTIRE CU. FT. NOT INCLUDE THE TRANSITION DUCT. G CIRCULAR CIR20 NET CLEAR OFFNINO........... 5.-T 5.F. 5. INSTALL AS PER MANU. SPEG.'s 5. INSTALL CONDENSER ON GONG. PAD IF NET CLEAR HEIGHT............... 24" MINIMUM 6.CONSULT H.O. FOR PRECISE LOCATION __.___._.,....._ ._ OF ACCESS A/G ZONE 2: NET CLEAR WIDTH................. 20' MINIMUM INSWING FWH5468 H bt- " 5'-3 b, „ 2q.3a W I. NEW AIR HANDLER d DUCTWORK IN PATIO DOORS APLR ATTIC FOR SECOND FLOOR HI PATIO DOOR FWT5411 ' i'- I'-O " U �/� W I `� ��I IO � : INSWING FWH5068 � 4'-II „ 6,_7 27.30 = J PATIO DOORS APLR V J y JI PATRAN50MR FWT5011 'µ0" ;:1'-1<. "�: 4'-I I 4" 1'-0 E" Q EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR O D K CASEMENT GX13 2'-1 �" 2'-II " 5M w/ BATTERY BACK-UP - EXISTING TO REMAIN O CARBON MONOXIDE KI TRANSOM GTR2&10 ^2'-8 i'-O NEN STL SODA AME (BLE) CO DETECTOR 46-0.. " . NEW PARTIAL HEIGf�T HARD WIRED SMOKE AND CARBON 13'-b" Iq'-o" 5M/CO MONOXIDE DETECTOR COMBO 4 a: WOOD FRAME (L.G. 5TL. w/ BATTERY BACK-UP 4 4'-O" 4'-O" 4 NATURAL LIGHT 4 VENTILATION WHEN APPL I GABLE) - (2) 2"xl2" (2) 2"xl2" HEADER (2) 2"xl2"HEADER NEW FOUNDATION WALL 50 G.F.M. EXHAUST HEADER FLOOR AREA 255 S.F. ® FAN w/ DAMPER % REQ. S.F. PROV. 50 G.F.M. EXHAUST A-bol I I I A-boi dJ LIGHTING;MIN. 8% MIN. (2) 2"x4" STRUCTURAL - � 20.4 S.F. 44.4 S.F. ® FL FAN � LIGHT GOMBP OF FLOOR AREA POST FOR 4" WALLS w/ DAMPER � (MIN. (2) 2"xb" 5TRUCCTURAL dJ DN._ = VENTILATION;MIN. POST FOR b" WALLS), U.O.N. OI-' (HEADER O DN. 4% OF FLOOR 10.2 S.F. 56.5 S.F. (2) 2"xl2' HEADER (2) 2"xl2"HEADER BI AREA B1 SUNROOM N = N cv 0 N 3 O2 w ® w (2) 2"xb" POST Al m z z (2) 2"xlo" A HDR. _ 2 I.-75"x1Ib-75" 2.OE GP - (2) 2'xl2" HDR (2) 2"x12" HDR. - 2 I.'i5_x11.8T5" 2.OE OF _ LVL FLUSH HEADER (2) 2"x6" �2„ LVL FLUSH HEADER 2 5 P05T ' r m -� (2) 2"xl0" HDR. IL LL ry O PANTRY - N - O BEDROOM I O Oi- ' z (2) 2 I 0 0 LIVING d 5 HDR. ROOM KITCHEN ZN o Y SM/GO AI A � 3 I O K 3 0 z � 8_6 w 5 Sy2" 5�Q 5LDR V DN. x P05T m (2) 2"xb" p in - 0 21'-1:2 _ N T'-3" POST GL. , ry p w cV o (2) 1."15"xllb"I5" 2.OE g_l F' REF. �D Q II �► III" m 0 ,. : - - GP LVL DROPPED DN. HE75 R in O 20'-4" 1" z DOC) sMico '� 2 7 Al Q � r U BATHROOM N A �� r`� ' •-�;��. '•. P` - A-600 = 1 z O A-600 - (5) 2"xb" (3) 2"xb" UP - P05T � q j. 3 7 4 .� Lc P05T �DD t''0 m (5) I.75"xlb" 2.OE G.P. DROPPED HEADER - ;� O (2) 2 xl0' - 2 GAR 1 3 HDR.' ° W D o PROJECT: GARAGE FOYER 5 1 ,- 12 in LAUNDRY Q - 3 ROOM LO & ILO LLC O tu Z 4 10'4" Q 2 g G I¢x7Q= 13 RESIDENCE rn i Q D ti to 6� � m 1¢x`IQ 5 1 m �oCL 2'-°" EXTEND NALL'UP 215 EIGHTH STREET TO MEET R.R. (2) 2'xl2" = O D - _ HEADER ° LAUREL, N.Y. 11948 in O � 5 II" HI 2'-O" � II'-5" r DRAWING TITLE: �_ _� _(2 2"xlo" HEADER WRAPPED Ix FIRST FLOOR PLAN IbQxBQ ARCHED OVERHEAD DOOR - - - (2)177' "xlb" 2.oE G.P. HEADER I I 4 24'-8" LINE OF L - _rABOVE BALCONY r7" `77 J D ►n PAGE: o Q A-500 FIRST FLOOR FLAN SCALE: 1/4" = 1'-0" DATE: 09/27/19 6 OF 11 FLOOR PLAN NOTES ALL NEW WINDOWS t DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT WINDOWS AND DOORS; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "A-200" FOR NAILING b STRAPPING DETAILS. WINDOW /DOOR FRAMING: NEW EXHAUST FAN SHALL BE INSTALLED WHERE NEW LAUNDRY ROOM: DOOR NOTE: _ MEATS AROUND 1 VENTILATION 15 NOT MET BY MEANS OF NATURAL 12 NINI70W"CHART ,::;:< , 0 I. INSTALL NEW INTERIOR DOORS WHEN GALLED O SEE PAGE A 200 FOR FRAMING ELEMENTS O L O I. NEW WRSH /DRY HOOK UP OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). DOORS AND WINDOWS (TYP. FOR ALL) U.O.N.; CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR 2.COORDINATE LAUND. ROOM d DOOR , - - - - - 2.DOOR TYPE TO 5ELE07 PROVIDE (2) 2"x8" HEADER AT OPENINGS U.O.N. SPACES AS PER NY5 MEGH. CODE SECTION 403.3.2.5; DIM.'s w/ SIZE OF EQUIP. EGRESS INSTALL AS PER MANU. SPECS 3. PROVIDE HOOK UPS AS REO'S PER CLEAR 3.INSTALL AS PER MANU SPEC.' WINDOW ROUGH OPEN1Nc5 WINDOW DIMENSION STAIR RAILING NOTE: MANU. TYPE MODEL # OPENING FRONT ENTRY DOOR EORE55 NOTE: O4 ELECTRICAL METER: GALL-OUT WIDTH REO'D: 20" I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING d MIN. q" Tr - RISERS SHALL BE CLOSED O NEW ELECTRICAL METER; INSTALL AS DRYER EXHAUST NOTE: HEIGHT REO'D:24" WHEN DOOR IS OPEN q0° PER NY5 MECH. CODE, $ UTILITY GO. I. DUCT SHALL TERMINATE TO EXTERIOR WIDTH,: i IEIGHT WIDTH HEIGHT OPEN REO'D: 2. 42' HIGH GUARDRAIL d SPINDLE 5PAGIN6 2.PROVIDE (2) 2"x5" HDR., U.D.N. NOT TO ALLOW PA55A&E OF A 4" 0 SPHERE; STANDARDS;UNDERGROUND SERVICE. 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY A CASEMENT GWIS 2-4 5-O 3. JACK AND KING STUD5 AS PER PAGE A-200 36' HIGH HANDRAIL b SPINDLE SPACING NOT OPENINGS ",'... 2'-4 4'-II �" 8.6 S.F. TO ALLOW PASSAGE OF A 4" � SPHERE 3. DUCT SIZE AS PER MANU. r- 3. TO ALLBLE RAIL CE PER CODE ELECTRICAL PANEL: 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER Al TRANSOM GTR2410 2 4 '-p" IL OWINDOW NOTE: O NEW 250 AMP ELECTRICAL PANEL 5. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN 2 I. ALL NEW WINDOWS 6 DOORS SHALL BE LOCATION;ALL INSTALLATION AS CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO DBL. , „ ' , „ „ ANDERSEN 400 5ERIE5 CASEMENT, DOUBLEHUNG, SMOKE DETECTOR / GO DETECTOR NOTES: PER NY5 ELECTRICAL CODE CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM B CASEMENT C'X25 ," -p _2 4-I I �L8 S.F. OR 6LIDIN6 (AS NOTED); INSTALL AS PER MANU. O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SHALL BE LIMITED TO 5INOLE LENGTHS, NOT TO DBL. SPECS. FOR 5UB5TITUTION5, 5EE NOTE #q IN SMOKE / CARBON MONOXIDE COMBINATION DETECTOR EXCEED 5 FEET AND SHALL BE LISTED AND LABELED BI TRANSOM GTR22810 '-3 " 1`-p:IN.,"' % 5'-2 I'-O" "6LA55 WINDOWS AND DOORS" ON PAGE A-100 HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. IN ACCORDANCE WITH UL 2155A. _" _ I IL 2.IF CASEMENT WINDOWS - ALL CSMNT WNDW5 2.INSTALL ALL AS PER MANU. 5PEG.'s to NEW 6A5 METER: 6.EXHAUST DUCTS SHALL BE MIN O.OI6" THK RIGID G GIRGULAR GIR30 3'r - 2'-II SHALL HAVE STRAIGHT ARM HINGE WHEN 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR O INSTALL NEW GAS METER REGULATOR / METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS f6 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE IN COMPLIANCE WITH LOCAL GORE VENT AS PER NY5 MEGH. CODE, FUEL GAS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST CODE, 3 UTILITY 00. STANDARDS. GAS DUGT5 SHALL NOT BE CONNECTED WITH SHEET-METAL D DBL. CX24 $'- 4'-O "1."1 S.F. TILT WASH METER SHALL BE POSITIONED ® GRADE CASEMENT 4.ALL GLAZING WITHIN 15" OF FF TO BE TEMP. GL. SCREWS _ NEW ATTIC ACCESS - PULL DOWN STAIR: •7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER E CASEMENT ' " �R" � "I. MIN. 350 # CAPACITY LOCATION TO THE WALL OR ROOF TERMINATION. THE ` -5 2-43-4 EGRESS NOTE: MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 =- 2.SIZE TO FIT MECH. EQUIP. THROUGH NEW A/C CONDENSER: IN COMPLIANCE WITH NEW PORK STATE BUILDING II I. SIZE CONDENSER BASED ON NY5 MECH. CODE. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° F DBL. OX245 'S'-3 " 4-5 5-2 4-4 i OPENING (MIN. 22"x30") ' " " CODE, SECTION R310.2.1;THE FO!_LOWIN6 MEANS OF 5.1 HR FIRE RATED 2. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES CASEMENT EORE55 SHALL BE FOLLOWED: 4.DBL. FRAMING WHEN NEW OPENING OF ENTIRE CU.PROPER FT. NOT INCLUDE THE TRANSITION DUCT. 5. INSTALL AS PER MANU. 5PEC.'s 3. INSTALL CONDENSER ON GONG. PAD G CIRCULAR NET CLEAR OPENINO........... 5."1 S.F. 6.CONSULT H.O. FOR PRE 15E LOCATION NET CLEAR HEIGHT............... 24" MINIMUM OF ACCESS A/C ZONE 2: INSWING FWH5468 „ NET'GLEAR WIDTH................. 20 MINIMUM H 5.4 6'-8", S'-3 6'-"1 " 2q.3a W I. NEW AIR HANDLER +f DUCTWORK IN PATIO DOORS APLR ATTIC FOR SECOND FLOOR HI PATIO TRIANSOMR FWT5411 5'-4" „ " 5'-3 " 1'_0 " U W J INSWING FWH5068 4'-II " 6'_7 " 2'L30 y PATIO DOORS APLR = J O D JI PATIO DOOR FWT5011 5,,O,r. 1'=1" °5"`" 4'-I I �� 1 _0 J TRANSOM Q I; NATURAL LIGHT I$ VENTILATION NATURAL LIGHT B VENTILATION " K CASEMENT OX13 ,_au; 3',C ,i ;; 2_ " 2'-I1 6. FLOOR AREA 213 S.F. __ _____- _____ _ FLOOR AREA 202 S.F. KI I TRANSOM GTR2810 S.F. 1 - - - - 1 % REG. S.F. w '' O' PROV. PROV. LIGHTING;MIN. 5% I I I I LIGHTING;MIN. a% ID m OF FLOOR AREA I"1.0 S.F. I8.1 S.F. I I I I OF FLOOR AREA 16.2 S.F. I8.1 S.F. VENTILATION;MIN. VENTILATION;MIN. 4% OF FLOOR 5.5 S.F. I"1.1 S.F. I I ( I 4% OF FLOOR 5.1 S.F. I-1.1 S.F. AREA I I 1 I AREA 5'4/2" -r'-by2" -,-by2" 5'-ly2" F 1 1 6 11 NEW 4"x3" ALUM. NEW 4"x3" ALUM. . - - - - - - - - - - i F DOWNSPOUT LUMP.) - - -_-- DOWNSPOUT (TYP) Q I- - - - - - - - - - - - NT LU5210-3 - 2 3 2Qx6� I 3 2 - O2 3 - i HANGER ,- 1 3 GL. �'_ � I p! I 4 (2) 2"xb" � ; (2) 2"x4" � (2) 2"xb" `t � - - - - - - - - - - - - - - - - - - - - - - - - POST (2) I.'15"xq.5" 2.OE 6P (2) 2"x4° POST P05T � O LVL FLUSH HEADER _POST (2) I."I5"xq.5" 2.OE GP I �y NEW WOOD FRAME Vt F 5 EXDER FLUE WITH TRIPLE 10'-4"TRIPLE WALL 5'-6" z ® I WALL FLUE 1 - J CHIMNEY FLUE; 10" L _ _ - I - L - - - - - = FLUE W/ MIN. 2" K - - - - - �i I I 5PAGIN6 TO WALL - I Q o NEW 1"xro" R.R. /1 I NEW 2"xb" R.R. - ~u GL. 3 I 1 ® o.C. 1 I ® o. . 1 X= I BEDROOM 2 - V 1 3 ® O I 24x6� 0 to BEDROOM 51 I w I Iv O CL. 3'-4" SM/GO a Ln 10'-6' 6' S, cv 2¢x6a 171 NE 2"xl0" G.J. - (2) 1."15"xq.5" '� I - - - - J O OE GP LVL O O.G. I in L m I NEW AIR HANDLER L - - - "_ 24x6a - E i 15'-6 1 SE FOR ZONEFLOOR ACCESS HATCH m N TO-\ 6 MASTER O o 0 4 5 • Q 1 O I A OM x �D �p 5M/CO L - 3 1 N 3 SECOND FLOOR Q B THRO iv - ( ;+ a ON. 1 r N ® ¢- 3_6 BATHROOM w 1 3 , z . 1 O U wi 3 1 6� X r L 2 I Q ® ® II-O" 1'- I' ® G_OPEN TO O 7 3 I 0 +6� z BELOW ,� t > 2 xb ACCESS HATCH UP 1 - TO ROOF DECK SIMPSON LU5210-3 24x6t 7'_4 O A `D HANGER _._ A-600 I I -600 I ` ( M.�� (2) 2"xb" • A POST 1(2) II.75"xq.5" 2.OE 6P 5M/GO �' N 6'-2" _ �� cy` � .i,,t LVL FLUSH HEADER , I +� 1 .. I .- _._. .. ,�,7 - J 1111- POST _ __.... ..... ....... _ ZI 1 " • Via,• I A-600 -6" 5!&&A 5LDR KI'-IOy 1 - - r - - - - � I 1 3 5 I 3 1 r 1 '9), 0374�� y� NEW 2"xIO" G.J. N I-43/4 ® Ib" O.G. 24x6� • F 1 MASTER 5M/CO 3 1 1 CLOSET in 1 1 MASTER u v v d BEDROOM O O 1 r - _ I o 1 1 PROJECT: BEDROOM 4 1 � z 1 I LO & ILO LLC 1 3 1 I 1 NEW 2"xb" R.R. RESIDENCE r _ 2 3 1 I I I I 4'-Ily N n 4'-lOy2" I 1 1 r - - 215 EIGHTH STREET 40 m I 2 2xo - - - - - - - - - - � - - - I 1 LAUREL, N.Y. 11948 - - - - - I - - - 4- - -HDR.- J JI - - DRAWING TITLE: L - - - - - - - - - - - - - - J NATURAL LIGHT 4 VENTILATION SECOND FLOOR PLAN NATURAL LIGHT VENTILATION FLOOR AREA 125 S.F. ATTIC PLAN in FLOOR AREA 302 S.F. D S.F. - - - - - - - - - - - - - - - �� D % REO. PROV. NEW 4"x3" ALUM. O n S.F. 8'-O" \ LIGHTING;MIN. 8% O NEW 4"x3" ALUM. % REO• PROV. OF FLOOR AREA 10.0 S.F. 16.3 S.F. DOWNSPOUT (UMP) DOWNSPOUT (TYP) LIGHTING;MIN.AREA VENT242 SF r 4%IOF FLOOR IN. 5.0 S.F. 15.4 S.F. PAGE: OF FLOOR AREA AREA VENTILATION;MIN. {/ 4% OF FLOOR 12.1 S.F. - AREA A-50 :1 SEGO` rI7 FLOOR FLAN ATT G FLAN SCALE: 1/4" = 1'-0" DATE: 09/27/19 7 OF 11 METAL RAILING ROOF DECK ----------------------------- HEIGHT D 18 ELEV. +50.8' p m ROOF DECK 12 G.J. AS PER PLANS 1 ROOF AGGE55 �P HATCH;OWNER pS TO SELECT �-p ATTIC �y ys I NEW 4 x3" ALUM. PULL DOWN 2 R.R. AS PER DOWNSPOUT (TI,P.) I-O ev 2 ATTIC AGGE55 PLANS Q' HATCH <� - s G.J. AS PER PLANS e-' DBL. G.J. DBL. G.J. UNDER WALL UNDER WALL AS PER PLAN AS PER PLAN I � I NEW WOOD FRAME ,I FLUE WITH TRIPLE w WALL FLUELL .E F E � i tL SI 3 N (EI LJ.I 311 tu i I I L ry z z N MASTER I €;- �I tI1 V 12 BEDROOM HALLWAY BATHROOM W.G. I I ��- I 1 I LLJ - I L 12 F.J. AS PER PLANS F.J. AS PER PLANS F I R5T FLOOR TOP PLATE i>I; I I _ 'J -------------+- E I: _ NEW 2"xIO" R.R. C� J ELEV. I I.O LAYOVER I I €� I I ® I6" O.G. NEW 2X8 DBLi'G HEADER ABOVE 6 it ® ALL WINDOWS b I` DOORS I NEW 2"xIO R.R. i 3 Q k I' �I ® I6" O.G. ; Nw i 2 2'xIO HEADER EEli 6, r w 2X6 SILL r (2) 2"xIO" RAFTER 20'-e5/4'. _ 4 w z ® WINDOWS. I PROV. NEW ALUMINUM I PROV. NEW ALUMINUM (2) 2"xIO" RAFTER I EDGEPLATE 0 ER ® ROOF I I SCUPPER ® ROOF DGE FOYER BATHROOM _-------FINISHED FIRST FLOOR 4 P. GONG. ELEV. +20 I NEW 2"xIO" R.R. O NEW 2"xl0' R.R. 5 SLAB W . . / F.J. AS PER PLANS I6" ® I6" O.G. ' GARAGE L f I- -I bxb-IOxlO W.W.M r — ® O.C..G.---- AV6_6RADE m 6 I OtoELEV. +O.O' m= SLOPE ROOF IN. vI SLOPE R MIN. �" FROM CENTER FROM C — — — — — — — — — — — — ENTER >O} - - - - - - — - - - - - — A-COOT I I - I i GROWN zq (GROWN d NEW 4"x5" ALUM. x 6 z I O DOWNSPOUT (TYP) I UIO 7 z ACCESS HATCH 5 I A-bo€I L (2) 2"xIO" RAFTER _ DOWN TO ATTIC NEW 2"xl0" R.R. I 4' P. GONG. UI ® 16" O.G. SLAB W/ UNFINISHED BASEMENT ! I I PROV. NEW ALUMINUM O p SCUPPER ® ROOF14 I NEW 4"x3" ALUM. bxb-IOxlO W.W.M i 11' PROV. NEW ALUMINUM ( w{ €,I I --SCUPPER ® ROOF I EDGE q f I DOWNSPOUT(TYP.) - - - - — — — I I — — — — — EDGE i W 2 A-600 i• ° A-601 I I X A-601 I n (2) 2"xIO" RAFTER _ A-600 (2) 2"xl0" RATER l2) 2"xl0" HEADER A/A-GOO SCALE: 1/4" = 1'-0" NEW 2"xl0" R.R. ; NEW ZxIO" R.R. 2-O SECTION NOTES N E E EE LAP I'IE EW ROOFING NOTE (TYP): (TYP) I O LAYOVER a I' } ��J i O I € I I. INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' Q ASPHALT ROOFING 5HINOLE5 13Y '6AF' OR EQUAL;MIN. GRADE 240#, 50 YR WARRANTY OVER i IELD FROM FASCIA UP TO 2.INSALL ICE AND KATER 24"FROM NSI E FACE OFHSTUD WALL AND AT VALLEYS I I II I iv 9C� — — — u OVER I I NEW 4 x3' ALUM. d I' 5.INSTALL 15 # BUILDING FELT(U O.N•) OVER ————————_---- —— II DOWNSPOUT (TYP) 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) fi _T ►- I O 5. GAP SHINGLE OVER RIDGE 4 HIPS (A5 REOV) I I II I x 1 w 6.PROVIDE RIDGE VENT (AS REOD) I I II L 2 NEW 2"xIO" R.R. 2'xl0' AFTER '7. FLASH ALL VALLEYS ———— 0 5.INSTALL DRIP EDGE AS REQ'D a. INSTALL ALL AS PER MANU. SPEC.s s E I I I1 II II OCL I ( I I II _ = ,,# 6 BENT REBAR TOP 8 BOT. Q I I I -� I¢ I v�� IL — — — — — — — — — O TYPICAL ROOF 8 CEILING CONSTRUC Q I TION: '> TO TIE IN EA. FZEBAR ® EA. -� IL I I I E �� • NEW ROOFING AS NOTED FOOTING SECTION - FASTEN w/ WIRE TIES — — — _ • I/2" GDX PLYWD SHEATHING (E3LOGKIN6 ® ALL — — — — PLYWD SEAMS) cV i I' I > • R.R., G.J., $ G.T. AS NOTED ON PLANS (® SPANS NEW 4"x3" ALUM. w OVER 5' INSTALL "X" BRIDGING ® CENTER OF I I I s,I I I DOWNSPOUT (TYP) SPAN, U.O.N) I' i I TMT'• • MIN. OF R-4a SPRAY FOAM INSULATION TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): I I I p D °`-" �"' O3 UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® :'a � 7 ALL P S)SEAM STUD I ROOF FRA1 - I I I `O FLAN of ✓ ``c.``!I`dF'' r • 2"xb" STUDS ® I6" O.G. 1-4/DBL.. TOP PLATE • MIN. R-15 CAVITY INSULATION W/R-5 CONTINUOUS 0 SCALE: 1/4" = I'-O" 4- INSULATION CORNER CONNECTION 11 • 5/8" GYPSUM BD. WALL FINISh'O NEW SIDING NOTE (TYP.): 0374Q�� `1 I. INSTALL NEW 51DINO (TO SELE(:7) Rey 2."TYVEK" HOUSE WRAP (OR EQUAL) NOTE: 5.INSTALL ALL AS PER MANU. SPEC.'s # b BENT REBAR TOP $ BOT. (TYf,) 4.PROVIDE ALL NECESSARY TRIM FOR TO TIE IN EA. REBAR ® EA. PROPER INSTALLATION FOOTING SECTION - FASTEN w/ I. ALL HORZ. SURFACES SHALL 3U PITCHED ® 1:48 AWAY FROM 3ILDIN6 GRADE NEW METAL GAP 5 FOUNDATION WALTLEND TO TOP WIRE TIES 2-O" LAP OF TOBAR SLAB AT a (TYP) 2. FOR SLABS ABUTTING FRAMING, NEW WHITE DUROLAST EPDM ROOF MEMBRANE (OR PROJECT: INSTALL COPPER FLASHING FROM 12" SHOWN �� \ \ \ ABOVE AND ADJACENT TO SLAB, BED / //\//\/ Z OATION, LAPPINO OF SEAMS, AND —— ALL FLASHING IN ASPHALTIC MASTIC q & /\ /\\/\\/\\ � � EQ EALIN6 OF EPDM MEMBRANE AS PER MANU. LO VG ILO LLC TYPICAL P. GONG. FTC. W?ALL CONSTRUCTION: ————— f ——-h——fi——————— \ \ \ \ • (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE I I I • ' �'// // /, '\\\�x ENV SPEC.'S. PITCH TO GUTTER AT REAR OF BUILDING / \ \ \ SHIELD b SILL SEAL I I Ir ------ - ,' / sod / / / • ANCHOR BOLTS AS PER PAGE: A-200 - —__ (1) #4 REBAR ® c / �� a\�\�j\�/\\/\\/\\/\\ RESIDENCE • P. GONG. FOUND. WALL AS PEFZ DETAIL UPON A-90D ——_——__ -�——--Ii———————— EA. STEP;3`-\ 4 4 \ \ \ \ \ \ • P. GONG. FOOTING A5 PER DETAIL UPON PAGE A-500 CVR ® ENDS • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR I I II \/ • B.O. FTC. 5'-0" BELOW GRADE: MIN. I I II 4" DRAIN MIN. W/ \ COVER;CONNECT i \//\/\//\//\//\//\ • APPL GABLE) N JOINT® PERIh1ETER OF SLAB (WHEN =———— -———�——IL——I�—————— TO NEW DRYWELL a� /'� \\ \ NEW I" RIGID INSULATION NEW CANT 215 EIGHTH STREET • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / I II NDI 10 � \//\// / / �\//\//\//\// ADHERED TO DECKING N ROOF DEG�KING LANDING '�(a MIN) a % \\ \ \\ COMPACTED \\ \\ \\ LAUREL N.Y. 11948 STOOPS (WHEN APPLICABLE) I I II __) ��i / / ///� FILL / ////////// NEW WOOD • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET p I I II 2"x4" KEYWAY :�X a• •'/ - \\ \\ \\ \\ \\ \\ \\ \\ BLOCKING FOR HEIGHT OF WALL 8 SLAB (WHEN APPLICABLE) -� Q I I I� �i ,�yAz / #4 REBAR ® ' / / / / o r %� • \\ \\�l o" O.G. (MIN. 3)/\\\\\\\\\\\\\\\\\\\ DRAWING TITLE: I I REBAR ® TOP a a �// // // // // // // // // / 4" P. GONG. SLAB \/\/\ it I I I OT. AS PER w/bxb 10/10 WWM • ° y'��' \ \ \ \ \ \ \ \ \ \ \ \ \ \ BUILDING SECTION b NEW R-50 BATT. IN5UL. IN FLOOR SYSTEM (MIN. R-50 FOUND. DETAIL UPON COMPACTED • ��iii ��// \ \ \ \ \ \ \ \ \ \ \ \/ O AS PER TABLE 402.1.2) I I FILL m `✓��%° �'\/\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ >< ROOF FRAMING PLAN NOTE: DESIGN DETAILS \\ \\ \\ \\ \\ \\ \\ \\ ALL P. GONG. \\ \\ \\ NEW 2"x8" R.R. // // SHALL BE / SISTERED TO EXIST. NEW GYP. BD. \ /\/\/\ 11• \\/�//\\//\\//\\//\\//\\//\\//\\ 4,000 PSI • /\\ /\/\\/\\/\\/\\/\\/\\/\\ \ \ \ \/\\/\\/\\ ERIMETE OF ROOF 1 WRAPPED PAGE: #4 BE'.NT REBAR ® IN VAPOR BARRIER COMPACTED 10" O.G.(MIN. 3) • 'T' GONNEGTI ON FILL _6 0 0 FOOT I NO T 1 E IN I7E7A I L EXTERIOR CONCRETE STA I RNELL DETAIL FLAT ROOF DETAIL A-600r SCALE: 5/4" = I'-O" A-600 SCALE: I/2" = I'-O'E A-600 SCALE: I" = I'-O" DATE: 09/27/19 8 OF 11 SECTION NOTES ONEW ROOFING NOTE (TYP): I. INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' ASPHAGRA ELT ROOFINO 240, 50 YRHWARRANTY OVER OR EQUAL;MIN. In 8.00 (4) 3/8" H.D.G. LAG ALUMINUM 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO _ BOLTS (PREDRILLED) SCUPPER AT 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS w m ROOF DECK; OVER - - - - - - - - � - - - - - - - - ROOF DECK (TMP) 3.INSTALL 15 # BUILDING FELT N.O.N.) OVER / 1 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAM5) O - 5. GAP SHINGLE OVER RIDGE d HIPS (A5 REG'D) 6.PROVIDE RIDGE VENT (AS REO'D) - -T. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE AS REO'D 9. INSTALL ALL A5 PER MANU. SPEG.'s 0 5.00' I.=✓O" 3/8" THK. PL. — Y4 3/6" THK. H.D. UC TYPICAL ROOF 4 CEILING CONSTRTION: II II .fl O • NEW ROOFING AS NOTED % �4 125" GALV. PL. R.R. AS PER • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLANS 2 2 • R.R.,, O.J., 4 C TPLYI^0 SEAMS). AS NOTED ON PLANS(a SPANS O 3-1/2" O.D. SCH. 40 HOT GAP PLATE 'A' ATTIC OVER & INSTALL "X" BRIDGING ® CENTER OF DIP GALV. STL. COL. SPAN, U.O.N.) (AETM A123) AS PER FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE • MIN. OF R-4Q SPRAY FOAM INSULATION O f O O PLAN WELDED TO PL. LVL LUMBER OR (2) 2„ WIDE DIMENSIONAL LUMBER I TYPICAL EXTERIOR WALL CON57RUGTION (TYP.): dJ ui &"x,5"x3/8" THK. O UPON "TYVEK" HOUSE WRAP (OR EQUAL) 2�`\ STL. BASE PL. • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® \' 5.00" i ALL PLYWD SEAMS) O O (4) I/2" HOOKED ANCHOR � (4) 3/8" H.D.G. LAG • 2"xb" STUDS ® 16" O.C. w/DBL. TOP PLATE Q BOLTS (PREDRILLED) • MIN. R-15 CAVITY INSULATION W/R-5 CONTINUOUS BOLTS EMBEDDED INTO _ _ _ _ — W INSULATION FOOTING MIN. 4" w/ OVERSIZED — — — — — — — — — — — T 5/5" GYPSUM BD. WALL FINISH WASHER AND END NUT SETUP NEW SIDING NOTE (TYP.): O I. INSTALL NEW SIDING (TO SELECT) I O H 2."TYVEK" HOUSE WRAP (OR EQUAL) 3.INSTALL ALL AS PER MANU. 5PEG.'s i i MASTER 4.PROVIDE ALL NECESSARY TRIM FOR BASE PLATE A — — — — — — — �f— — — — — — — — (, ,J GL. GL. GL. HALLWAY CLOSET PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF Q — 3/8" THK. PL. /I/4 OO TYPICAL P. GONG. FTG. 4 WALL CONSTRUCTION: " GALV. PL. (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE I.50 SHIELD d SILL SEAL GAP PLATE 'B' • ANCHOR BOLTS AS PER PAGE A-200 `' a • P. GONG. FOUND. WALL AS PER DETAIL UPON A-cT _ 3 P. GONG. FOOTING A5 PER DETAIL UPON PAGE A-900 FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE LVL LUMBER OR (3) 2 WIDE OR (4) 2 x WIDE p ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR " " • B.O. FTC. 3'-0" BELOW GRADE MIN. O a- I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN DIMENSIONAL LUMBER OR 5.25" WIDE PSL APPLICABLE) STEEL COLUMN BASE TOP PLATE UETA I LS 4 AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) 20" 20 MASON TO ACCOUNT FOR FINISH STONE ON THIN SET A-6O MIN. MIN. FOR HEIGHT OF WALL 8 SLAB (WHEN APPLICABLE) SCALE: 3" = I'-O" SUNROOM LIVING ROOM FOYER PORCH I ONEW R-50 BATT. IN5UL. IN FLOOR SYSTEM(MIN. R-50 I MIN. 4" BETWEEN EDGES OF AS PER TABLE 402.1.2) -I/2" SQUARE BALUSTER 5 _ GRAWLSPAGE 6 z� � (STYLE TO SELECT) O z I I FLOOR SYSTEM 51MPSON H2.5A RAFTER o TIE (OR EQUAL) m I I I NEW STL. GAP PL. AS NOTED m m A-601 WELDED TO COL.; SEE NEW WOOD BEAM AS 5/4"xb" P.T. a MASONRY I I GAP PL. DETAILS DECK BOARDS ��i -- — — — — — — — — FIREBOX NOTED ON PLAN II A-601 UNFINISHED 4" P. GONG. NEW 5-1/2" AS PER FOUND. PLAN BY SIMS STEEL (OR SLAB W/ _ (A.IPOST N/ OVERSIZED WA BOLTS B I ( BASEMENT bxb-IOxlO W.W.M EQUAL) PER.PLAN nz END NUT PREBORED INTO BEAM, POST, x DECK TIE Q RIM BOARD A55EMBELY 2 — — - - -I — - - — — — — — — n -_ F.T. BEAM AS NOTED A-601 A-601 x SOLID BLOCK a 12 O.G. (2) 51M1'50N DJT14Z DECK JOIST TIE P05 O 4 I/2"� H.D. GALV. T BOLT w/ SECTION A/A-COI BASE PLATE 'A' WELDED OVERSIZED WASHER END NUT TO COL.;SEE BASE FL. PREBORED INTO P05T 4 DECK SCALE: 1/4" = I'-a" DETAILS FOR BOLTING 1 IMPSON"NEW 4" POURED GONG. BASE JOI5T TIE SLAB cV 4"x4" P.T. POST 4" GRAVEL BASE GRADE EXTERIOR SHEATHING AS II PER SECTION NOTES 11 5"0 'SONOTUBE' FILLED SIDING MATERIAL AS II PER SECTION NOTES PI ' 'a '� � SOLID w/ P. GONG. °un d. 8� .•n GJ QL� -• ra. k D II BUILDING PAPER $ HOUSE WRAP a 9• O II Z_ TO FULLY OVERLAP FLASHING - GAP FOR DRAINAGE 5/4"xb" P.T. DECKING " " W N.O.N. ON PLAN/ 2- 12 xl2'x8 FTC. II (1) #5 BENT 2 r77 "Z" FLASHING 5ECTION/DETAILS) PROVIDE STRAPPING d NAILING AS L Ib OAG.® O 24"XI2" DEEP P. GONG. f l 1 I 1 ( L� " U PER CONNECTION V' IN "TYPICAL :r GRADE BEAM FLUSH w/ COMPACTED FILL a NAILIN5/5TRAPPING REQUIREMENTS w FOR UPLIFT, SHEAR, $ LATERAL _ FLASHING r2 STEEL COLUMN DETAIL r7ECX SUPPORT DETAIL Q WIND RESISTANCE' ON PAGE A-200 DRIP EDGE 0 NEW F.J. AS PER ® EA. STUD P.T. DECK AN A-6OI „ _ ,- A-601 PLAN - COUNTER AS PER PLAN SCALE: 3/4 I O SCALE: 3/4" = I'-C�" pe/ JOISTS AS PER PLAN FASTENED w/(2) FLASHING (2) 2"xb" P.T. SILL PLATES 5/8" (P x 5" LONG HEAVY DUTY OAL. uj LAG BOLTS ® 16" O.G. INTO MUD SILL d UPON SILL SEAL UPON METAL GALV. JOINT HANGER RIM BD.;WHEN ® FOUND. WALL FASTEN II a COPPER TERMITE SHIELD w/ BY '51MP5ON' (OR EQUAL) ® (2) 5/8"� x 5" LONG APPROVED ,•^"'F Il jla MASONRY ANCHORS ® 16' O.G. EA. JOIST II 5/8' 4) HOOKED ANCHOR BOLTS ® y�;f «ENDNUT; ALSO SEE ANCHOR BOLT "Z" FLASHING O �� I� SECTION ON PAGE A-200 FOUNDATION WALL SECURE HANDRAIL TO WALL ON AT - (I) #5 REBAR a I I a 0, II LEAST ONE 51DE OF STAIR IN (2) # 5 REBAR EADER AS ACCORDANCE w/MANU. SPEG.'s; t ^ati,l y+ 114 SPECIFIED ON 5 AND NOT PROJECTING MORE CONTINUOUS`{� 1 . LE17OER CONNECTION 17ETA I L THAN AN INTO STAIRWAY; g" � PITCHED METAL J HANGER SEE HANDRAIL GRIP SIZES ADJACENT " 1'-0" BY 'SIMPSON' OR Ea — — — — — — �— — — — — — — — — — — — — — — -y�>, p II a all THK. (MIN.) P. GONG. A-6OI SCALE: I — — — — — \ SECOND LEVEL 374 �®F c�� GRADE BM. (3,500 PSI) N _ PITCH GRADE MIN. SPACE BETWEEN \ a° g/4' PINE RISE WALL AND HANDRAIL II a � NOS'I. REFER TO PAGE A-200 /sa„ PINE TREAD STANDARDS FOR GRIPPABLE HAND RAIL PROJECT: II a FOR NAILING AND \- SCALE: NT5 II° 5TRAPPIN5 OF ALL = X _ GRO55 5EGTION bXb-IOXIO W.W.M. • JI . COMPONENTS a `< HANDRAIL LO & ILO LLC BETWEEN CENTER 4 ,Q 11 d NOTE: \ MIN' CLEARANCE CIRCULAR NON-CIRCULAR UPPER � OF SLAB 11 ALL DECKING SHALL BE FASTENED \ I" ROUNDED N051 iu RESIDENCE SECURED IN PLACE II 11 (U #5 BENT w/ COATED DECKING SCREWS BY 5/4"x REQ'D NEW DECK HEIGHT P.T. RI5ER BOARDS AS w/Ya" RADIUS 4"ERI- DURING POUR 11 I BAR ® "DECK MATE" (OR EQUAL) (NOT INCLUDED IN ��" PERI- II II 16° p,G, NOTED ON P.T. DECK JOISTS AS \ ! MIN. �'a 2 II 11 - PLANS NOTED ON PLANS z TREAD DIMENSION) METER 1"I�• a 1 p j 1 O z 5/4"xb" P.T. $O 11 �I m 4" THK. x 5" WIDE x DECK BOARDS = 215 EIGHTH STREET 4 POURED GONG. II I SLAB ° , II (2) #5 REBAR WIDTH OF STAIR o 0 0 LAUREL, N.Y. 11948 6 MIL POLY if II, CONTINUOUS GONG. PADD r NOSIN6lrn'J o a o - Q lu MOISTURE---., Ra jl — — — —— — —— — — (3) 2"xl2" P.T. STRINGERS ® m FzTARDER II 11 w/R-21 INSULATION, IF UNDERSIDE 2"xb" P.T. BLOCK IN BETWEEN EA. 4" GRAVEL BASE II" 2"x BLOCKING ® EA. 15 PAGING STORAGE/NON-HABITAL SPACE _ j1 STRINGER. FASTENED TO P. GONG. I`�(lo"MIN TRINGER TO MATCH SIZEDRAWING TITLE: UPON GLEAN • m a • II PAD w/ IcI/64" x 3-1/2" CONCRETE OF P.T. DECK JOISTS \ COMPACT FILL L SCREWS BY "GALIBURM' (OR Y�" GYP. BD. EQUAL) BUILDING SECTION • L—�' - MIN. (5) SCREWS PER BLOCK ,, '.a : •• •° dJ FASTEN STRINGER DESIGN DETAILS • ,. o x TO BLOCKING (MIN. (9 - GRADE NER5) \ (5) *5 REBAR _b �p GRADE Ix, \20 FOR ONTREATTACT w/ GONG. "xl2" P.T. STRINGERS3" MIN ' 16' O.G. (MIN. 3 (IF APPLICABLE) 5TRINGER5 ® EA. PAGE: -� 8 II fOU1N17)AT1 ON NALL 17ETA I L STAIRWAY) FIRST LEVEL . A-(o01 SCALE: 5/4" = I'-0" EXTERIOR 1 CCE0 ) STAIR 1�)E7A I L -6 0 A-601 SCALE: 3/4" = 1'-0" AjL N7ER I OR 1 OOD STAIR r�)F_TA I L A-601 SCALE: 1/2" = 1'-0" DATE: 09/27/19 9 OF O NEW ROOFING - m 5EE NOTE ® J F NEW ROOFING — BECTIO ._.... ...........___,_-__....._, __..._.._.._.._._ ,...-.._•_:.__. _� SEE NOTE ® _ - - - - - _.__ CHIMNEY W/ SECTION - - STONE GHI , _---.-___.__.-..--...-. �._.. .. ___---_.___... �-4� -�-N�--__ ---•�.�- �-�-.�.-� �"'—""�`— _._. ...,, ....... ....... ,-.__. _.._.___._ _..., ____._ .._.__ �.. NrPq FLUE _ - 2_ NEW 5/411x211 'AZEK' (OR _.._ ._...._._ ... _ _.._...... _._.. EGUA WIND W PIGAL CRICKET: L O / DOOR CA51NO ® ALL WINDOWS _ E ._...... ...., _.... ..._._.........._ .... ... _-__.- ... .._._ _.... MOORS D 5 (TYPJ SHIELD LAPPED 18 IN ALL ; DIRECTIONS 4FULLY FLASH NEW SIDING - SEE �_ ___„ — _.__ __. _ - _ ETA NOTE ® SECTION _.._._..-_,_ _ „-._..._._ ._ ._" __.. ... _. NEW' _ , ___ ____. _ IN— — RO F G S NDIN SEAI, ROOFI W ILLLL LU— _— .ma®n I NEW SIDING SEE — _ NOTE ® _,tea E E Q. SECTION p 4^� _ -_ - - -- - F.F._ 12 iK.4 «. _ 5 42 IGH RAILING ® �- __ _,-�-__. _________ ..-.__-_.-- - � — — 2 FLOOR BALCONY 1 HI III IIII �I �� I LJ �L1 WI I � I AI AlLULL LIU AI : LLLUL I� I � , G _ O 00 III I I I I I I I I I NEW METAL RAILING ._ OVER BASEMENT A ENTRY WALLS LILU IL F.F FILLLLILI .F. _ 11-41 o o iuLjiL If1 0 0 NEW GARAGE DOOR; _ NEW GONG. BASEMENT NEW A/G CONDENSER IIF III WNDON WELL EGRESS OWNER TO SELECT ENTRY STAIRWELL ON GONG. SLAB NORTH ELEVATION (FRONT) I II O II I MODEL BY ROCKWELL OR EQUIVALENT SCALE: 1/4" = 1'-0" I III III I III III I L L- - - - - - -- NEST ELEVATION (RI O HT SIDE) SCALE: 1/4" = P-O" METAL RAILING ® METAL RAILING ROOF DECK - p ROOF DECK m NEN - , ROOF SECTIOSEE N STONE CHIMNEY VKV1 - - ,,,»,--,� NEW ROOFING =-' NEW FLUE - -- SEE NOTE H SECTION 12 - - 1'PIGAL GRIGKET: -« , 2 x4 FRAMING ® ib O.G.; ICE - " SHIELD LAPPED 18 IN AL DIRECTIONS $ FULLY FLASH Lu 5 .ND I N SEAM NE META -_-_ _.._...._ _ STAND NO 5-_. _ ROOF F I Nr, _ I v9 i , `C lee LiL : o IIL 1 : : : LLim Li _LLUld ILLiu OUlu ILUJLR Lill ��Lu ffil I I [LJL::[E]:[ITE L i fl I I t�ytl I I I In 11 12 on I BI - - LO & ILO LLC �� aQ KI I 0 � �00 DENCE NEW 5/4"x2" 'AZEK' (OR .. 1 i EQUAL) WINDOW /DOOR - GASING ® ALL WINDOWS U ; . NEW SIDING - SEE DOORS (TYP.) NOTE ® SECTION , 215 EIGHTH STREET O u ' I II I LAUREL, N.Y. 11948 II ONEN METER ELECTRIC F.F. LLUI FLLLL] DRAWING TITLE. .F. 0 ELEVATIONS \ / J� PROVIDE NEW EGRESS NEW GAS METER SOUT�j I I EL�__ Y A7I ON (REAR) �� I WINDOW WELL - 'ELITE' III OA III MODEL BY ROGKWELL OR EQUIVALENT SCALE: 1/4" = 1'-O" III PAGE: JI I A-700 EAST ELEVAT 1 ON (LEFT SIDE) SCALE: 1/4" = I'-O" DATE: 09/27/19 10 OF 11 r LL 0 0 U 4" FRESH AIR VENT 0 1 L THROUGH ROOF Q v I k 31 Q I I I I FULL BATHROOM MASTER BATHROOM w NOTE. — FULL BATHROOM 2 !__ MASTER BATHROOM ALL PLUMBING WORK ---r-- i- SHALL CONFORM TO q4 Q4 04 �4 LOCAL PLUMBING GORE Lu p II I 1 I I I I I II iI �1t=4 f I ?I1=� '1 1I 4 I - Q 12I 2"i i Q i „ i 2„ LEGEND2 ►u I 31 x I XPROVIDE "ABE5G0 FP200 FR Q G' z' 1= 1= Iv T R O I i 2 2 I I I i 2 I EXPANDING FOAM" (OR EQUAL) C N IN SUPPLY I NI 1= SHOWER ry I� h I I-" tt1 NI I= SHOWER cV IN cV IN ivI I= m —————-I HOT WATE v I I I AT ALL PENETRATIONS IN FIRE tu I I I I RATED WALLS ANDFLOOR5 —^ ———————— ——— —— Ul I I I --------- --- -----= I 1) i I I I I I I CONFOR/CEILINGS. PRODUCT ..—........—..—.. ,._. —.. —..—.....—. —.. .—..—..—..—..—..—. ..—..—.. ..—..—., ..—..—..—..—..—.. ..—..—..� GOLD WATER ''✓ 2 2 I5HOWER ISHOWER 2 2 I CONFORMS TO ASTM E 514, I SUPPLY �g ASTM E 54, AND UL 14-iq LAUNDRY GARAGE I I FULL BATHROOM G.O. 3" 2 2 I 2 3" I KITGHEN EXPAND NGAPOAM" (OR EQUAL) G.O. G.O II I I AT ALL PENETRATIONS IN FIRE LAUNDRY GARAGE FULL BATHROOM _ KITCHEN NOTE: v I RATED WALL5 AND —T 1 ALL PLUMBING WORK O I I FLOOR5/CEILIN05. PRODUCT r---- ----�-- ----- I I O p.Q� CONFORMS A5TM E MS TO AND UT E 14 SHALL CONFORM TO .a I I LOCAL PLUMBING CODE 2 1 21 2 �2" 9T �4� I I GLEAN OUT u I I I� I I� U 1 i i I i 3 i AS REO'D X I U IU 1 X I Iv $1 Iv A I IV iV I'NEW F.A.I. II I 5" FLODR 2 2„ i WASHER TUB 1 — —LRAIN w/3" 2„ 21 .. I .2 TRAP I WA5HER DW I G.O. 2 3 NEW WATER G.O. SUPPLY SYSTEM I 411 I z I I HOUSE MAIN DRAIN N I I 1 4 I HOU5E TRAP — — 1 :211z I 211 G.O. I BAGKFLOW PREVENTION: ' TO STREET I rWATER MAIN PROVIDE BACKWATER BACKFLOW 4 WI PREVENTION: �� TO SEPTIC VALVES IN COMPLIANCE TH � •3 BG 6,501.1 AMENDMENTS TO PROVIDE BACKWATER SYSTEM A50E 24-05 5ECTIUN5'7.3.3 B VALVES IN COMPLIANCE IL 7.3.4. — PG 115 6 BG 6501.I O AMENDMENTS TO A50E 24-05 O SECTIONS 1.3.3 k 7.3.4. 0 FLU B I� II�O RISER — S V IFFLY Q� � Ivl FLUME3I I`�I O RISER - r7)RA I N / NASTE / VENT � SCALE: NT5 SCALE: NT5 \ z w NOTE: ALL PLUMBING d U FUEL GAS WORK p SHALL CONFORM tL TO LOCAL p PLUMBINO CODE d Q O FUEL OAS v lu N PIPING PENETRATION5: uj > I. PROVIDE "ABE500 FF200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOORSCEILINGS. . t , 2.PRODUCT CONNFORMS TO ASTM E 514, A5TM E 54, AND UL 14711 .(��'.� D Py a KITGHEN 0�740, RANGE m PROJECT: GAS SUPPLY LO & ILO LLC FURNACE NEW -75,000 BTU NEW VENT LINE RESIDENCE z FURNACE TO BE EXTENSION PIPE SELECTED;NO LE55 THAN g2SK EFFICIENT REGULATOR w N GUT OFF VALVE NE 215 EIGHTH STREET � W tt1 a (LOCATION MAY z FURN. VARY) LAUREL, N.Y. 11948 BAGKFLOW PREVENTION: TO GAS DRAWING TITLE: MAIN PROVIDE BACKWATER PLUMBING RISER DIAGRAMS VALVES IN COMPLIANCE WITH BG 6501.1 AMENDMENT5 TO A50E 24-05 SECTIONS"1.3.3 a GAS RISER DIAGRAM "T.3.4. - OAS RISER - SUFFLNr PAGE: SCALE: NT5 ` A-8®® DATE: 09/27/19 11 OF 11