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Home My WebLink About47352-Z of s°&ryo`o Town of Southold P.O. Box 1179 �0 53095 Main Rd uNTI- Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47133 Date: 06/13/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 310 Orchard St New Suffolk, NY 11956 Sec/Block/Lot: 117.-7-5 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 12/07/2021 Pursuant to which Building Permit No. 47352 and dated: 01/19/2022 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: Single family dwelling with unfinished basement, front and rear stoops and attached garage as applied for. The certificate is issued to: George Maul Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-20-0314 5/7/2024 ELECTRICAL CERTIFICATE: 47352 03/13/2023 & 06/11/2026 PLUMBERS CERTIFICATION: Timothy Horton 06/08/2026 us�%MZL a Aut ozed Signature ',Ofsoaryo(o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47352 Date: 01/19/2022 Permission is hereby granted to: Renewal Date: 12/06/2024 George M Maul PO BOX 635 New Suffolk, NY 11956 To: Construct new single family dwelling as applied for and per SCHD approval. 1 Premises Located at: 310 Orchard St, New Suffolk, NY 11956 SCTM# 117.-7-5 Pursuant to application dated 12/07/2021 and approved by the Building Inspector. To expire on 12/06/2026. Contractors: Fees: Renewal Fee $586.30 Total 586.3 Building Inspector FFaijt � TOWN OF SOUTHOLD y BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • �� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47352 Date: 1/19/2022 Permission is hereby granted to: Maul, George 2665 Jackson St New Suffolk, NY 11956 To: Construct new single family dwelling as applied for and per SCHD approval. At premises located at: 310 Orchard St., New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-7-5 Pursuant to application dated 12/7/2021 and approved by the Building Inspector. To expire on 7/21/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,037.60 CO-NEW DWELLING $50.00 Total: $1,087.60 Building Inspector *pF SOUTyo�o Town Hall Annex l�[ Telephone(631)765-1802 54375 Main Road P.O. Box 1179 �OQ Southold,New York 11971-0959 OlyC,oU '� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: George Maul Address: 310 Orchard St city: New Suffolk st: NY zip: 11956 Building Permit#: 47352 Section: 117 Block: 7 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Homeowner License No: SITE DETAILS Office Use Only Commercial Indoor X Basement X Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic X Spa Generator Survey Mezzanine Garage X I Dock INVENTORY Service 1 ph X In-wall Heater Recpt 43 Ceiling Fixtures 10 Smoke Detectors Pump Service 3 ph Hot Water 30A GFCI Recpt 4 Wall Fixtures 21 CO Detectors Heater Main Panel 200 A/C Condenser Single Recpt RecessdFixtures Combo Smoke/CO 5 Transformer Sub Panel A/C Blower Range Recpt 50A Ceiling Fan Heat Detectors 1 Salt Gen Transfer Switch Mini Split 2 Dryer Recpt 1 UC Lights Fridge 1 AutoCover ARC 3 Blower Heads 5 Switches 23 Pucks Lights Dishwasher 1 Mini Fridge GFI SepticDisconnect 1 Emrgency Strobe 8'Track Light 2 Microwave 1 Garbage Disp. ARC/GFI 7 ERV Exit Lights Bath Exhaust 2 Hood 1 Dehumidifier Other Equipment: Electric Floor Heat(1), 200A Panel 42 Circuit/26 Used Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: June 11, 2026 pF SOUr��l h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ sean.deviin(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: George Maul Address: 310 Orchard St city:New Suffolk st: NY zip: 11956 Building Permit* 47352 Section: 117 Block: 7 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Roslak Electric License No: 3677ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 200A Panel 42 Circuit/6 Used Notes: Service Only Inspector Signature: Date: March 13, 2023 S.Devlin-Cert Electrical Compliance Form Town Hall Annex �`Z►� G�.a► Telephone(631)765-1802 54375 Main Road ® .� P. O. Box 1179 Southold, NY 11971-0959 v► t 0 E � M E �hod ,�, �• zrrrr �J BUILDING DEPARTMENT JUN 1 1 2026 TOWN OF SOUTHOLD 13dilding bepartrnenf Ta1Nn of Southold CERTIFICATION Date: Building Permit No. q 7 5 5a Owner: �n aU�. (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20 'LAo CATHERINEMAX,A-AfT��qq� `L Notary Public•State f New�lark NO.O1WA 01041 ��((++ Quallfied ie 5ui'�oll�County Notary Public, S4-f o\y County My Commission FJiplres Jun 3,2029 1 I SOUTyo # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION [Vi UNDATION 1 ST IVY [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ).1 -67M�A&P L� DATE '10Y'v INSPECTOR Of SO!/TyOlo # TOWN OF SOUTHOLD BUILDING DEPT. comm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 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 [ ] RENTAL REMARKS: DATE '?/ INSPECTOR o��oF soUlyo 35 # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: Vlr' �/v L� DATE NSPECTOR \ It*SObTyO� — # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: `� '" ir+t-V;5z-y «� DATE INSPECTOR �Y OE SOUTyo —- --- ------- * # TOWN OF SOUTHOLD BUILDING DEPT. courm,��'' 631-765-1802 INSPEC 7] ROUGH ION [ ] FOUNDATION 1ST [ PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]' CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS• I Al DATE O #)"k� OF SOUIyo� } # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 ANSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE /O-/2--2?p INSPECTOR 50plyO * f TOWN OF SOUTHOLD BUILDING DEPT. 4-7 courme� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ✓✓�� [ ] FOUNDATION 2ND [ INSULATION/CAULKING oele— [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: OIL, l/jpo� P.B( � 5 aZ,e&/c� �Qe�C� oGL GA-om,:� rn v�S=p j ol 'S D- DATE INSPECTOR �— OF 50bTyolo * # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 qi�� INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL 0 REMARKS: t DATE INSPECTOR pF SOUTyolo - -- '3l V --<3 # * TO iOUTHOLD BUILDING DEPT. °ycoum" 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) KX ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: 7two Smo ley v&Z& 6-h-J-f Ld— DATE 611012,6 INSPECTOR Peter Altenreither. BPI Energy Assessments 248 Smithtown Blvd#5 f\.,�fincdependeni DOE Home Energy Scoring Suite 123 � ,._ dential % �fergy. Manual J/D/S Nesconset, NY 11767 rr `+, �` � ssessment HERS Ratings Professionals Tel:631.384.8498 Blower Door Testing Fax:631-979-0824 Duct Blaster Testing Email:Peter.iREAP@gmail.com iREAP ANSI Level I Thermogra h pY Blower Door Test Certificate Address: 310 Orchard St city: New Suffolk State:NY zip: 11956 Conditioned Floor Area(ft2): 1,284 CFA Volume(ft3): 13,482 CFM50 @ 3 ACH= (3 x Volume/60) Test Result: 661.6 CFM @ 50 Pa ACH 2.94 (CF 60 ) Passed 402.4.1.2 Testing.The Building or dwelling unit shall be tested and verified as having an air leakage rate no exceeding three air changes per hour.Testing shall be conducted in accordance with ASTM E 779 or ASTM E 1827 and reported at a pressure of 0.2 inch w.g.(50 Pascals). Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weather-stripping or other infiltration control measures. 2.Dampers shall be closed,but not sealed,including exhaust,intake,makeup air,backdraft and flue dampers,but not sealed beyond intended control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; S.Heating and cooling system(s)shall be turned off. 6.Heating and cooling systems,if installed at the time of the test,shall be fully open. I certify that the above building leakage rates are accurate at the time of testing and determined using standard RESNET blower door testing protocol and ASHRAE/ASTM E779. Company Name:independent Residential Energy Assessment Professionals, LLC Company Address:248 Smithtown Blvd#5,Suite 123 Nesconset, NY 11767 Technician:Peter Altenreither BPI ID#:501IL324 RESNET ID#:(RTIN):9730474 Technician signature: '` ` Date: 20. Aug, 2025 f ` Envelope Leakage Test Testing Company: Technician: THE ENERGY CONSERVATORY Name: !REAP Name: Peter Altenreither Address: 248 Smithtown Blvd #5,Ste 123 Credentials: RESNET/BPI Nesconset, NY 11767 Email: Peter.iREAP@gmail.com Phone: 631-384-8498 iREAPSolutions.com Building Information: Customer Information: Project ID: 310 Orchard St Name: George Maul Address: 310 Orchard St Address: 310 Orchard St New Suffolk, NY 11956 New Suffolk, NY 11956 Year Built: 2025 Phone: 6314046043 Geo-Tag Data: Latitude: Email: gcmaul@gmaii.com Longitude: Timestamp: Measured Leakage: 661.6 CFM50 Test ID: 08-20-2025 Purpose of Test: Envelope(RESNET Multi-Pt) Measured ACH50: 2.94(+/-5.0%) Effective Leakage Area:30.0 in Building Volume: 13,482.0 W Enclosure Surface Area: 1,284.0 ft2 Coefficient (C): 38.6 (+/-21.20%) Exponent(n): 0.726 (+/-0.061) Correlation Coefficient: 0.99895 Test Standard: RESNET 380 Multi-Point Test Mode: Depressurize Test Characteristics: Indoor Temp: 68 OF Outdoor Temp: 68 OF Altitude: 21.0 ft Time Average Period: 10 seconds Test Date and Time: 2025-08-20 09:22:13 900 700 t O Depressurize 600 4- 500 _ ... . v, 400 m 300 200 ------------ m 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target(ta) Bldg(Pa) Adj Bldg(Pa) Fan (Pa) Flow(cfm) Config Baseline -0.4 -60.0 -60.5 -60.1 -166.3 764.4 Ring B -48.0 -48.4 -48.0 -118.4 646.0 Ring B -35.0 -34.7 -34.3 -72.9 507.9 Ring B -23.0 -25.3 -24.9 -41.0 382.1 Ring B -10.0 -10.1 -9.7 -81.2 204.1 Ring C Test Equipment: Flow Device: Model 3110V Fan Pressure Gauge: DG1000 Serial #: 5061 Calibration Date: 2019-12-23 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.10.2(3),©2025 The Energy Conservatory, Inc. Page 2 of 2 Hi Joan, Happy New Year! I'm reviewing the plans for the Maul Residence and there are a few revisions/amendments I need for these: -egress is required in the basement -please indicate fire separation between garage/living space -please indicate or includ a note regardin smok and carbon monoxide detectors rd� or o;c df,V-D 41, -window#3 is required to be tempered;as is window#12 -please give a dimension from center of toilet to side wall in both bathrooms;_a minimum of 15" is required byV/ code -on the building section, please give a dimension from the 5th stair tread to the 2x10 header above; please include a dimension from grade to the garage footing and please also add a dimension from average grade to ridge. If you have any questions about the requested info, please feel free to reach out to me. Thank you, LFZ" Li r� Nancy JAN 1 8 2022 BUILDING DEP- TOWN OF SOU17- Nancy Dwyer Building_Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold, NY 11971 (631)765-1802 ` GO.MA!IEN S FIELD:INSPECTION k li�tii FOUNDATION..2 .. ::its\:?.• �:✓yi�:+�:;i" C•, • r r Jl Jr. f$r ROUGH FgA,KOQ,!.� .C'L V111D,LL\lJ'. r,. .. fi-2nY+v • �{i:� dot,:[ r+� E;:<L'c:�;,�'..'.:' iyo - o /a•' INSULATION.pERN. STATE ENERGY GONE' • VR•/ e5. ' z•Y4t. � .i O�h .�• ' ,�. • _ - �:1 „1 45.E ::f'.:J.'i .- .. 1 f r d ,fJ 41,•3�. .+ y 9 r k CC rn'3 8 /' r _ ,.z:.,. _ ..tip+s;ra•:;^,� t i ) � p ..7.• ..r. I N. o, ''gib`` ( -3''r•:'':.' ��ou'`ufFot�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT N z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • � } Telephone(631)765-1802 Fax (631)765-9502 htg2s://www.southold!pwnnylzov `•Y�101� yS�r Date Received APPLICATION FOR BUILDING PERMIT 2 for Office Use Only � ((�' � DEC7 PERMIT NO. �73 5- 5�7 Building Inspector: Il��12� E Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT applications will not be accepted. Where the Applicant is not the owner;an TOWN OF SOUTHOLD Owner's Authorization form(Page 2).shall be-completed. Date: OWNERS)OF PROPERTY: Name: _...�2,Cr.�.... 2 SCTM#1000-5ec-�;1Jv,11.7 block? 10J5 Project Address: Q rc�n2v°� ��• ._ �J- V - X , Phone#: 3 ( l7 (� O Email. 9 c�a LL vv1 a C 0.� . 2 . Mailing Address:.,.. . f �Ale w_ S uC CONTACT PERSON: , I Name: Mailing Address: Phone M D-( 60,43Email: CW\&t.IA VA-a 1 -C Cis DESIGN PROFESSIONAL INFORMATION:, Name.. .. , Mailing Address: Phone#: 1...rJ._...._ _ ..-. Email:. oCI LJ\Q n2 VA\&e U-610 j �n�ai l .c o Y� `�:.- CONTRACTOR INFORMATION: Name: Mailing Address: Phone Fj3 1 _. �{ �.:1.3 ..,_.._.. Email. �. .cl "Ala A@.>. v�,ail -C aw DESCRIPTION OF PROPOSED CONSTRUmON DINew Structure ❑Addition ❑Alteration El Repair ❑Demolition Estimated Cost of Project: ❑Other $ �.Ud,oDd.)O(7 Will the lot be re-graded? ❑Yes NNo Will excess fill be removed from premises? MYes ❑No 1 PROPERTY INFORMATION Existing use of property: ,A-qv-L........ Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to --u� this property? ❑Yes ONO IF YES,PROVIDE A COPY Eff Check Box After Reading: The owner/contractor/design professional islyesponsible for all drainage.and storm water issues as provided by Chapter 236 of.the Town Code:;APPUCAT1ON.IS HEREBY MADE to the Bu7ding Department forthe 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 admtt authorized inspectors an premises and in building(s)for necessary inspectlons.false statements made herein are punishable as a Class A misdemeanor pursuant io 5ectlon 210.4S of'the New York State Penal Law_ Application Submitted By(print name): �eb t✓ ��1 0Authorized Agent Owner Signature of Applicant: Date a- I STATE OF NEW YORK) COUNTY OF GTO—b-q- �t'`' being duly sworn,deposes and says that(s)he is the applicant (Name of Individu signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in 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. Sworn before me this LILLIANNA R KIEL [Not;ary Public-state of N:o]rk NO.01 KI642426 day of J/� /!'1 �L�(G?,20 d n Suffolk c 8 2025 Me 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 ti r Y,, . BUILDING DEPARTMENT- Electrical Inspector TOW �Gy�`` TOWN OF SOUTHOLD o - Town Hall Annex - 54375 Main Road - PO Box 1179 v' T Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)southoldtownny.gov - seand(cD-southoldtownny.ctov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: &-ot-r\ e, Address: ,. SN,a Q 6 Cross Street: uV-\1V�S--\-. Phone No:: 133 `�0`�o 01 -5 Bldg.Permit#: 41735 o2 email: �yi�u) a vy�a��,cac�v` Tax Map District: 1000 Section: �` q Block: if 7, Lot: -7-5 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): u,T�w V e�V S-4_- ;�mj a -2At,-v I w;�A-0 Square Footage: Q Circle All That Apply: Is job ready for inspection?: ❑ YES X NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES N NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 R H Frame Pole Work done on Service? 0 Y N Additional information: �26s1a�- �le PAYMENT DUE WITH APPLICATION PERMIT 4 Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments OS'afFO( I� (I I� II ,�I� (� UILDING DEPARTMENT - Electrical Inspector TOWN OF SOUTHOLD FEB 11 2023 T niHall Annex - 54375 Main Road - PO Box 1179 o �UIL`lI6VGLlEPT. - Southold, New York 11971-0959 y�, oo� ��UV�9C1FSOtJf�I®Ltd Telephone (631) 765-1802 - FAX (631) 765-9502 �l �' rogerr(a�southoldtownny.gov seand southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Alf Information Required) Date: al/ a0223 Company Name: 1�0s 4 Name: 7-0/1 "_jRr_q /�- License No.: 3 L 72 n 1f_ email: Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: &go It Csg— Address: 3/Q © 9s Cross Street: Phone No.: / Bldg.Permit #: email Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) rev y /�?uif�►� O.Q �..�� /� Circle All That Apply: L►WoVV\ Is job ready for inspection?: ES NO Rough In Final Do you need a Ter-rip Certificate?: YES ko Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 123 4 Request for Inspection Fonn.xls 352 guFFO( I� �I INS (� _ UILDING DEPARTMENT - Electrical Inspector TOWN OF SOUTHOLD o FEB 17 2023 T lHall Annex - 54375 Main Road - PO Box 1179 o ,�I1�9�,��pt. _ Southold, New York 11971-0959 y o� T0VVN0 FS0t)TmLD Telephone (631) 765-1802 - FAX (631) 765-9502 , �l rogerr@southoldtownny.gov sea nd a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: J_ P �D L Company Name: I�AD5 4 V_ e l-r�L )R I c- Name: /�- License No., n C:-- email: d Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: & g AL- Address- 31© X9,eg-A �l Cross Street: Phone No.: Bldg.Permit#: �/�'��o�- email: /. e . Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 0-0-2 Circle All That Apply: � vr� Is job ready for inspection?: ES NO Rough In Final Do you need a Temp Certificate?: YES ko Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 2A I_t I2,� �OL 4 �� Request for Inspection Fonn.xls � PERMIT # Address: Switches Outl GFI's Surface l Sconces HH s UC Lts.. ( /� I Fans Fridge ( HW Exhaust Oven C/�-�"' W/D . Smokes DW Mini Carbon, Micro Generator v4L-�-1 - Cookto' Transfer Combo ood Service Amps Have Us d Special: Comments �V Q� 7�iX�3 �Q SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. " 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkeountyny.gov z.- t.... APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGJAHSPPSt�AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OFT1419 FORM FOR 1NSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAI:a" ,;• .., c. FOR ALL RENEWALS AND TRANSFERS y.. EXISTING REFERENCE NUMBER: R-20-0314 Tax Map No.: District Section Block Lot 11000 1117 7 5 Name of current applicant George±M Maul Tel# (63� 404 6043 1VIaiGr�g Address Box 635, New Suffo 11956 1?tnatl Address gcrnataf@gmart com t Name of Current Agent: Tel#: ( - Mailing Address: Email Address: DATE OF ORIGINAL APPROVAL: 11/27/20 "If more than 6 years old and SCDHS site inspections have not been performed,a new aplilication will be required FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: 1 hereby transfer all rights and interest in the above referen e-d permit to the new applica named above; Signature of Previous Applicant/Agent: /�' a � Date: � FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: ( - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: FOR ALL RENEWALS AND TRANSFERS Application is hereby made to IXI TRANSFER,I I RENEW(checkapplieRble) 4 permit to construct 1n accordance with this application,surveys'and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor pursuant to S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date - r Print Name of Current Applicant/Agent Title C C' CIEti�� DEPARTMENT USE ONLY - Permit is an f red/Renewed Until 't 7 hm- 6 of Bedrooms Approved !� Signature of Department Representative ) �` Date d ." W WM-104 (Rev. 02/12) 'VLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFF CE USE ON-->vY \ OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. `E 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny,gov APPLICATION FOR SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR MODIFICATIONS TO A DEVELOPED OR PREVIOUSLY DEVELOPED SINGLE FAMILY RESIDENTIAL PROPERTY (Accessory Bldg.,Home Addition, Renovation Rebuild, Sanitary Replacement/Up2rade, Replacement of Failed/Failing Sanitary With I/A OWTS) ** EXCLUDING ACCESSORY APARTMENTS ** REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE ALL SECTIONS OF THIS FORM,ALL SIGNATURES MU$T BE ORIGINAL. Name of Applicant: SUSAN RAY Tel#:Q01)428-4058 Indicate if this project is to replace a failing or failed Mailing Address: 100 PARK TERRACE WEST, APT.51-1, N.Y.N.Y.10034 septic system with an I/A OWTS Email Address;thomaswray@yahoo.com Nam e•tif-Desi�rr°P ofessional.KE,;NINIETH I/VOY.CH�U�K,:LS ., Tei#:-631)_29�8-158`8 YES *Include acceptable proof-of' Mailing Address: ,P,0, BO.X 1-5.3, AQUEBOGUIE, N.Y. 11931 system failure(receipts,pies,etc) Ernail•Addr:east ili,W S.O@y-aboo.OQ,1�7`1 Indicate if this project is part Name of Current Property Owner: SUSAN RAY 7--l#: (20'D 428-4058 of the County VA OWTS SIP Mailing Address: 100 PARK TERRACE WEST, APT. 5H, N.Y.N,Y. 10034 grant/loan program: Email Address: thOmaSWray@yahOO.COm YES (51 a @ . • Gran t :Nance of A ent ,al HAEL A. KNACK dim. 658-61,058 -------------------------------------- Indicate if application is part of Mail trg Ad`dresss,.�P 0,: ;BrOX 1047;SOUTHO:LD, .N Y. 11,971 other I/A OWTS grant loan Email Address: M.Tkadk2@verizonmet progmt0 YES MYS,Etc.) District section Block Lot Ptoper Tax May)No.: 1000 1117 7 5 yAddress: 310 Orchard St. New Suffolk, N.Y. 11956 Briefly describe the purpose of this application: to construct standard septic system for new 4 bedroom house 4 Total Number of Bedrooms After Construction; Four ( ) Specify Method of Water Supply[D Public Water [] Private Well Specify Method of Sewage Disposal Are you proposing to reuse any existing sanitary and/or 0 Conventional Septic System Public Sewers water supply components? (If yes,submit completed form WWM-072) [] I/A OWTS Treatment Unit Fv7 No Yes(explain) Are any of the following permits/approvals required from other agencies? If yes, include copy of approval a)NYSDEC Waterways/Coastlines/Wetlands Permit Yes[CU No 0 d)Town Natural Resources/Wetlands permit Yes[[I No[p) b)Town/Village Zoning Variance Yes[:U No E0 e)Town/Village Building Permit(e.g.electric) Yes[4 No [C c)NYSDEC Dewatering,Town/Engineering/Other Environmental Permit(s) Yes a No Ell Application is hereby made for a permit to construct a water supply and sewage disposal system for a single family residence in accordance with this application, and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct, and that all work shall be completed in accordance with all applicable Town, County, State and Federal Laws and Codes. 1 also agree to obtain any additional permits or approvals deemed necessary by other agencies providing jurisdiction over this project. "Any false statement made herein is punishable as a misdemeanor pursuant to 210.45 of New York State Penal Law," Signature of Applicant,Agent or Design Professional: Date oza Print Name of Applicant,Agent or Design Professional: Title Michael A. Kimack Agent **Please.mi�ial hens>lhatyou hawe.read and derstand the.instrucbionson>>=h;e:rev+Jrse side of this form: U>a WWM-057 (Rev. 8/17) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE.USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 _ (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R-20-0314 Tax Map No.: 11000 117 7 5 District Section Block Lot - N..`ame,ofCur��r�t APpltcant hGeorge ML Mau1 � = r f Y a y s S Tel#= (,63� 404� 6043` { 3 Matltng Address Box 635 irlewSuffo1 NY 1y1h956 ' { Email��dress gcrnaul@gmal! cowm �� _�� r� ..0 Name of Current Agent: Tel#: ( ) - Mailing Address: Email Address: DATE OF ORIGINAL APPROVAL: 11/27/20 *If more than 6 years old and SCDHS site inspections have not been performed,a new application will be required FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: �� L�l t? Tel#: �6,52 I hereby transfer all rights and interest in the above referen ed permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: FOR TRANSFERS-WITH UT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's ArchitecUEn ineer/Surve or: Tel#: ( - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: FOR ALL RENEWALS AND TRANSFERS Application is hereby made to IX TRANSFER,I I RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor pursuant to S21OA5 of New York State Penal Law." Signature of Current Applicant/Agent Date Print Name of Current Applicant/Agent Title EPARTIyIENT'USE�'ONLY Permit is Tratisferred/Renewed Until Number of Bedrooms Approved `Signature of Department Representative` - Date WWM-104(Rev. 02/12) S .C .T.M.# DISTRICT 1000 SECTION 117 BLOCK 7 LOT 5 i DWELLINGS W/PUBLIC DWELLING I W/WEL,L LLING WA ER W/PUB'I WATER 88, WELL WATER MAIN - - - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - 0 ARD STREET CL 9.2 I CL 7.5 CL 8.3 1 CL 7.8 I EDGE OF PAVEMENT 1 I 1 � U.P. o r n r, r 1 N 8 9 20 00 E 100.74 Aw.M. CLL8.6 MON. �s METER A W F EL 10.8 EL 1�-� EL 11.6 PROPOSED o fy O N �F�i 4 BEDROOM SYSTEM Z ►+i �n c y1 1250 GAL. S.T. 1�14 1 (2)B'mx6'DEEP L.P. o WO I C/O � 5�C z LAND N/F OF I C/1 PROPOSED DRIVEWAY Qro/ E EL 11.0 Quo � \N a� KARINE MASONE I EL 10.8 EL 12.1 1 o,, w VINCENT NATALE 35.0' U30.0' C O• 2 5 z MIN DWELLING I DRY W/PUBLIC WATER PROPOSED L.P. DWELLINGS I W WEL 2 STORY W/PUBLIC WATER I �n � o DWELLINGG 0 150' L L 0 O EXISTING SEPTIC o 4 BEDROOM o g I Ey m SYSTEM 70 BE L.P. 3 r►'i�i � ABANDONED AND FFL(14.'S) I Z o0 BACKFILLED WITH �• CLEAN COARSE SAND �� 5 I Q w Z ❑ EXP. IN 35.0' 1 a o 5' EL 14.0 1 CL 11.0 U.P EL 12.6 o EL 1.3.4 MIN MOH. w HEDGE AI( NG LINE o S 89020'00"W 100.52' i I LAND N/F OF DORIS BRAUPGAN ROBERT EISENSTAT LAND OP N/I" I DWELLING W/PUBLIC WATERANN EKS ER SARBFARA SOLO DWELLNG W/PUBLIC HATER DWELLING W/PUBLIC WATER - I DWELLING W/PUBLIC WATER DWELLING W/PUBLIC WATER IRRIGATION - WELL p. DWELLING DWELLING W/PUBLIC WATER W/PUBLIC WATER DWELLING I W/PUBLIC WATER i -- J DWELLING W/PUBLIC WATER TYPICAL CLEAN OUT SLATE OR -� -STOPPER END SUITABLE COVER \ OR PLUG 30° ELBOW 60° WYE FLOW-a'- ELEV. 12.1 C.I. LOCKING COVER TO GRADE--� OL BROWN 0.8' (13.0) FINISH GRADE SANDY LOAM FFL(14.5) z BROWN 1'MIN-2'6NAX z SM SILTY SAND 1.5' 1/4"-FT. 0"MI 1/8,.-FT. - 6" COVER 6" COVER 6.. 6" SLAB PALE INVERT- TINVER (10•7) BROWN (10.95) MEDIUM 6.6' (11.16) INVERT INVERT SP SAND (10.45) (10.37) FOUNDATION 8'0 3' COLLAR MEDIUM WALL (FLOW MI POOL CLEAN SAND 2.0' !BAFFLE COARSE SW & 5'-8" 6 SAND & GRAVEL 3'MIN GRAVEL -WATER EL 1.2 TANK WATER IN PALE 6.0' USE 4" DfA. APPROVED SEWER PIPE SW BROWN 1000 GAL. PRECAST S.T. MEDIUM (4.7) 1 SAND _ S I DEC. 18, 2019 K. WOYCHUK LS HIGHEST EXPECTED WATER EL 1.2 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 45 AREA: 7,5 •31 SQ.FT. or 0. 17 ACRES ELEVATION DATUM: NAVD88 ------------------ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEAIRING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS (OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: THOMAS RAY; MAP OF: FILED: SITUATED AT: NEW SUFFOLK TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK CGUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 REVISED 03-19-20 FILE PHONE (631)298-1588 FAX (631) 298-1588 # 18-84 SCALE: 1 "=30' DATE:JULY 18, 2018 N.Y.S. LISC. N0. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M.# DISTRICT 1000 SECTION 117 BLOCK 7 LOT SuFrOI:K,Cou,147V DCPARTMVIT Or" 14EALm Smickt rG, F- �� 1�i,/ F PCM1.11T Fon ApPlOVAL OF C0PXTrUCTl0,.,4 F6,%,�A Sl"GLE FA-,-m!L-f PrSTDFVCE 0111:,( OEC 0 7 2021 'tcrn must be -c�C)U I'-,fOLD t F F. TO c"Ifol—,11anc.vv ,ll ?rY--Y, �%,;-j OF �,l t S m t A P P 1,zov c D c0l"Plefe-cl -Is proof. rv*-,, fly 6mum O;r EXPIRES THREE YEAPS FROM DATE OF APPROVAL CE V�ITH or ArPROV0 IN ACCORDANIC D57Eml-11,1114ATIOIN DATED A Eloz ccr c'). RD MUM wmt W/MJKX aw WA" WM CL 7.5 0 RD STREET CL 9.2 CL 7.8 CL &3 AVEAOEW� EDCIE OF Pl� V.P. N 89*2 0'00"E 100.74' W4 EL 10.6 EL 1,0.0 EL 1 IEL 11.6 4 BEDROOM SYSTEM 12"GAL &T. E" Wftovw Lp. li LOV W/P PROM= W V KM1E or EL It.0 12.1cp ....... . ............ ................ WN Doc"* W/ftam uk" VAnLON Lu -,3 FA4 .. . . .......... sysma To K cc ADVCKWW AW ...................... ....... . wm--- CLEM Cafm aw .... . ...... z no. CL it p u "L '10 EL 13.4 14.0 S 89020,00"w LINE100,S2' ROOM VsDwla mew a" wicaw awaLm OR= vlaum W/ftvw al m I w/ftow Now FN"CATM vanum &MaLm V~ main W/Amr mm %maft-*AM WIAA=VKU TYPICAL CLEAN OUT SLATE OR STOPPER END SUITABLE C;V-M--\ OR PLUG LOCKI 3�r ELBOW 60� WYE C O�c P/ FL0W40 ?0 ELM. 12.1OPPcl0O,484rV COR TONGGRADE � 1 I FFL(14.5) (13-0) FINISH GPADE OL olw 0.8 rcR CTBROWIN I*WN-2U4X LIL/4-�-F-T. Sm SILTY SAND lZq:-FT. FALE INWRT-/ O 6.8(10-g5) INVM- INVERT(10.45) (10.37) FOUNDATION 8*0 3* COLLAR FLOW aj WALL POOL CLEAN ml . I SAND 2.0' BAFFLE COARSE Sw 60SAND & & GRAVEL GPAVEL SL TAW 37MIN EL WATER EL 1.2 WATER IN USE 4" DM APFROVM SEWER PIPE Sw PALE 6.01 'I &ROWN 1000 GAL. PRECAST S.T. MEDM (4.7) 1 SAND OM 18. 2019 K WOYCHUK LS HIGHEST EXPECTED WATER EL 1.2 7w wA TER 9#1FLY. Nm% wnm$ AMD =S� LOCATIONS SHOW ARE FROM FIELD 08SERVA IMS AND OR DATA 08rAIRM FRW ODOM AREA: 7,545.31 SQ.Fr. or 0.17 ACRES aEVAI70N DAWM- NAVD88 LWAU7?i0R2ED At MRA 170M CR AD0177av To DOS SA?Wy IS A VIOLATION OF-'WCVM 72M or PC AJEW YnqK$),A 7rEU CAyXW LAW C001ESor v#S SwIfy mAp mor scARwo THE LAND "wyD?ls EA47os7v SEAL 9mu Nor BE c&mv?m TO BE A VALID MX COPY GVARANIM MCA TED hEWON SHALL RUIN OAXY IV VIE PERSON FOR WiOW WE SURVEY IS PREPARED AND CN HIS 8VqALp 10 IW WLE COWANY, GOtiMME)VTAL AGMY AND LEAUNG*VSJ71UlM LISTED WRfM, AND To THE ASSIGNEES OF lf UNE)OW 1VS)77VI704, GUARANTEES ARE NOT TRAN91RA&E. 7W OFFSM OR D(WN90NS SHOfW hTWCN FROW TW PROPERTY L#fS TO IW STRWTIAWS ARE FOR A SPVC#7C R#W=AA0 USE M%TVRE 7Wy ARE MOT OVMV= M MON&WEAfT IM PROPERTY L#CS OR TO 0" VC VIESC710V OF FZN= ADD1770MAL SMXn#tES OR AND OTHER 41PROWMEWTS EAXAdtW75 AAlQ1*l0R SL69AVACE STRUCTURES RECMXD OR UNRECORDED ARE NOT CUARANTEED mm PHYSICALLY EwDENr av 7W PRELqSES A r 7W TARE OF SURVEY suRvEyoF. DESCRIBED PROPERTY CERTIFIED TO THOMAS RAY, MAP OF: FILED: SII`UA7ED AT: NEW SUFFOLK TO" OF:SOUTHOLD KENNETH LAND F-QYC—HUK - - SWM=G, P= SUFFO(X COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 REVISED OJ-19-20 FILE I 18--B4 SCALE: I'--Jo' DAT-JULY 18, 2018 PRO" (630eM-11MIS - TAX (081) BM-15M --N.YS L= Na05OW2. 4. J.s..�*.�&uw,c�, SCTM 1000-1 17.00-07.00-005.000 X SURVEY NOTES: THIS SURVEY HAS BEEN PREPARED IN CONJUNCTION WITH ORCHARD STREET A BUILDING DEPARTMENT APPLICATION ary IT HAS BEEN PREPARED USING THE FOLLOWING INFORMATION: DEED, TAX MAP, PRIOR SURVEY BY OTHERS AND FIELD MEASUREMENTS TAKEN ON THE DATE SHOWN. USERS OF THIS SURVEY SHOULD BE AWARE THAT UNRECORDED DOCUMENTS, PAROL AGREEMENTS OR FIELD CONTROL NOT IN N 89° 20' 00" E 100.74' EV IDE HEREON AT TIME OF SURVEY MAY AFFECT ANALYSIS AS SHOWN SURVEY PREPARED WITHOUT THE BENEFIT OF A CURRENT CONCRETE COMPLETE TITLE REPORT �� MONUMENT FOUND ELEVATIONS SHOWN REFER TO DATUM NAVD 1988 0 o0 LOT AREA IS 7545.31 SF = O. 1732 ACRE o o n FOUNDATION LOCATION PLAN, ALL PHYSICAL FEATURES W M M MAY NOT BE SHOWN ry 11p 30.0 35.0 O 35.6 'S LLJ o O M CONCRETE 0 FOUNDATION o j� F--- 00 M TOP OF M ry � ELEV. 3.5 � o SURVEY OF PROPERTY D o O Z 35.4 30.0 35.1 SITUATE AT W 0 0 ® � (�' !S " i� � NEW SUFFOLK TOWN OF SOUTHOLD CONCRETE JUN 2022 MONUMENT SUFFOLK COUNTY, NEW YORK S 89' 29' 00" W 100.57' FOUND BUILDING TOWN OFS000THOLD 4V mk4 w SURVEYED MAY 27, 2022 SCALE I " = 30' 1 /I1� TO THIS SURVEY ALTERATION AVI OR ADDITION EMBOSSED SEAL AND SIGNATURE (/ TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT DORANNE E. TAY LS BEARING THE LAND SURVEYORS INKED SEAL OR EM OT BE CONSIDERED 6TO BED A VALID TRUESEAL SHALLN COPY. PO BOX 32 GUARANTEES OR CERTIFICATIONS INDICATED SELDEN, NY 11784 HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, TE L (516) 6 6 0-9 48 9 GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS . 50009 TAY OR SUBSEQUENT OWNERS LICCENSEENSE N0 SCTM 10007-117.00-07.00-005.000 WA=VM SURVEY NOTES. ORCHARD STREET THIS SURVEY HAS BEEN PREPARED IN CONJUNCTION WITH A BUILDING DEPARTMENT APPIJC477ON ory IT HAS BEEN PREPARED USING THE FOLLOWING INFORMA770M DEED. TAX MAP, PRIOR SURVEY BY OTHERS AND FIELD 4, Yli MEASUREMENTS TAKEN ON THE DATE SHOWN. USERS OF THIS SURVEY SHOULD BE AWARE THAT UNRECORDED DOCUMENTS. PAROL AGREEMENTS OR FIELD CONTROL NOT IN „ EVIDENCE AT 77ME OF SURVEY MAY AFFECT ANALYSIS AS SHOWN O UTL N 89' 20' 00 E 100 74' HEREON. POLE SURVEY PREPARED WRHOUT THE BENEFIT OF A CURRENT ,alp +gyp ►CONCREM roN COMPLETE TITLE REPORT Foum ELEVA77ONS SHOWN REFER TO DATUM NAVD 1988 a p LOT AREA IS 7545.31 SF a 0.1732 ACRE W n o'o r SEP77C INSTALLA770M INFO FROM INSTALLER W ur R Fgy WREM 1250 GAL (n .cpM �ry "d w"�0iV"'3535 35.0 30a U M20Sf0NYFlUYE OWEl10f0 O ra+OF9 ; 0 E1EV. .0 SURVEY OF PROPERTY b tF 10A0 z 354 �� 30'• n� s ,ry 3s., 61 DEEP a SITUATE AT o NEW SUFFOLK TOWN OF SOUTHOLD OONCFtM MONUMM SUFFOLK COUNTY, NEW YORK S 89' 29' 00" W 100.57' POUND FINAL SURVEY 101412023 SURVEYED MAY 27, 2022 SCALE I" = 20' SUFFOLK COUNTY D_FART.•.—NT OF HE,'-' SEROC_S TO THS SY An oA ADOiml1 E]WSSID SFi1t AND SQIA1URf c e i� i c c^ 101f>B SAPRt B A VIOWidI OF gCmN 7a770 Do 1!L'.NO, v 800E - APPROVAL OF CONSTRUCTED WORKS FOR EOlMATE1N LAN. ASINGLE FUdILY RESMERCEoximswmNOT DORANNE E. TAY LS ,ti°`"£"} fVNO]i� WL OR E am=SGL SHALL NOf w '0°� �•fi4 y H.S.Rol"a..._..., __ _. __ Opp 10 a A yyp 1M1E Opp,; PO BOX 32 HS na—�-d a3ry1. 1rr 4;.•wrr4,•.b guuwxmoRcomumrawoam SELDEN, NY 11784 �r ms. Cad a�;o;csrf w S Ins NO MH SWLL RUN ONLY m n�POM Y Dcpa',✓401 ail,LUVW1' nd kcnd FOR WOY M 91MM R PMPAM NO _4• . .cb^eoi ryitRR::,,.XC�R9rrCF .. EGD�;�::�. �,,,MM�;,AND,�+'. TEL (516) 660-9489 rx NIMMMIN Umm N067.1L AND 10 91E t7j _ Arm a NM n¢tuaou�0 oaMUOOK. _(:-d KV-i--cfl.RE.,Cii;SF EWSM ENO EY xa uH S'k+ na:J R��na�J=m�+i IRMSFER41 OR tmFNHNAL 0 Mi IIQ1 M SZgA`M ONNUM ORIIMNR6 NORTH STAR TITLE AGENCY 2 As Agent for Old Republic National Title InsurandesC-tii a P P Y P.O.Box 2423 �A N 1 8 Aquebogue,New York 11931 2022 631-591-2685 (Fax: 631-591-2684) BUILDING Dkr'I Email: northstartitleagency@gmail.com TOWN OF SOUTHOLD VARIANCE SEARCH TITLE NO.: NSO-20-0800-SS-UPDATE STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says: That she resides at 6 Gatz Road, Riverhead,New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That under her direction, title was examined to the parcels of land described on the annexed Schedule and labeled Parcels A, B, C, D &E That said examination, dated December 21, 2021 discloses a chain of Title to determine if any contiguous property was owned by an owner of property involved since the date of any previously applicable Zoning Ordinance as of July 1, 1983. And,that this Affidavit is made to assist the Board of Zoning Appeals to the Town of Southold to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the truth thereof. The Liability hereunder is limited to (One thousand dollars) $25,000.00 for any reason. NORTH STAR TITLE AGENCY, INC. BY: Patricia A. Judd President Sworn to before me this 11 t" day of January, 2022. E A Allen TATE OF NEWYORK .OIAL610RIS7 uffolk County pires 04'1212024' TITLE NO.: NSO-20-0800-SS-UPDATE DESCRIPTIONS PARCEL "A": (SUBJECT PREMISES): ALL that certain plot,piece or parcel of land, situate, lying and being at New Suffolk, in the Town of Southold, County of Suffolk and State of New York, being bounded and described as follows: BEGINNING at the corner formed by the intersection of the easterly side of Fourth Street with the southerly side of Orchard Street; RUNNING THENCE along the southerly side of Orchard Street North 89 degrees 20 minutes 00 seconds East, 100.74 feet to land now or formerly of Bennett; THENCE along said land South 0 degrees 17 minutes 30 seconds West, 75.00 feet to land now or formerly of Victoria; THENCE along said land South 89 degrees 20 minutes 00 seconds West, 100.56 feet to the easterly side of Fourth Street; THENCE along the easterly side of Fourth Street North 0 degrees 08 minutes 30 seconds East, 75.00 feet to the point or place of BEGINNING. ALSO, known and designated on the Real Property Tax Map as: DIST: 1000 SEC: 117.00 BLK: 07.00 LOT: 005.000 PARCEL "B": (ADJOINING EAST): Described Property 1000-117.00-07.00-012.000 CONTINUED..... STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead,New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. _ f BY: Patricia A. Judd President Sworn to before me this 1 lffi day of January, 2022. Diane A Allen NOTARY PUBLIC.STATE OF NEW YORK Registration No.0IAL6108157 Qualified in Suffolk County Commission Expires 04/122024 TITLE NO.: NSO-20-0800-SS-UPDATE DESCRIPTIONS PARCEL "C": (ADJOINING SOUTH): Described Property 1000-117.00-07.00-006.000 PARCEL "D": (ADJOINING WEST): Fourth Street PARCEL "E": (ADJOINING NORTH): Orchard Street STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead,New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. BY:(�J3�tAl" L� Patricia A. Judd President Sworn to before me this 11ffi day of January, 2022. Diane A AIIen NOTARY PUBLIC.STATE OF NEW YORK Registration No.OIAL6108157 Qualified in Suffolk County Commission Expires 0411=024 TITLE NO.: NSO-20-0800-SS-UPDATE CHAIN OF TITLE FOR PARCEL "A": Barbara E. Gannell Dated: August 17, 1974 -to- Rec'd: August 21, 1974 Giuliano Lombardi and Liber: 7699 Cp 343 Maura Lombardi,his wife Giuliano Lombardi and Dated: July 22, 1985 Maura Lombardi,his wife Rec'd: August 6, 1985 -to- Liber: 9845 Cp 185 Efstathios Katsoulas and Maryanne Katsoulas,his wife Efstathios Katsoulas and Dated: January 9, 1987 Maryanne Katsoulas,his wife Rec'd: April 28, 1987 -to- Liber: 10304 Cp 456 James B. Ray and Maureen A. Ray,his wife James Ray and Dated: -------- Maureen A. Ray, his wife Rec'd: February 24, 1998 -to- Liber: 11879 Cp 931 James Ray James Ray Dated: October 3, 1997 -to- Rec'd: February 10, 1999 James B. Ray, Jr., Thomas Ray, Liber: 11944 Cp 904 Susan J. Ray, Maureen Ray and John Ray, all being the children of James Ray and Maureen A. Ray CONTINUED...... STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead,New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. BYC� w r Patricia A. Judd President Sworn to before me this 1 lth day of January, 2022. Diane A Allen NOTARY PUBLIC.STATE OF NEW YORK Registration No.01AL6108157 Qualified in Suffolk County Commission Expires 04:12.2024 TITLE NO.: NSO-20-0800-SS-UPDATE CHAIN OF TITLE FOR PARCEL "A", CONTINUED.....: James B. Ray, Jr., Thomas Ray, Dated: March 23, 2021 Susan J. Ray, Maureen Ray also Delivered: April 23, 2021 known as Maureen Lombardi and Recorded: July 1, 2021 John Ray Liber: 13110 Cp 918 -to- George M. Maul LAST OWNER OF RECORD. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes.and says that she resides at 6 Gatz Road, Riverhead,New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. r BY: :�') e Patricia A. Judd President Sworn to before me this 1 lth day of January, 2022., Diane A Allen NOTARY PUBLIC.STATE OF NEW YORK Registration No.OIAL6108157 Qualified in Suffolk County Commission Expires 0-02 024 TITLE NO.: NSO-20-0800-SS-UPDATE CHAIN OF TITLE FOR PARCEL "B Inger Goodale Dated: May 20, 1949 -to- Rec'd: June 1, 1949 Ivan T. Honnett and Liber: 2954 Cp 563 Catherine E. Honnett, As Tenants By The Entirety Ivan T. Honnett died—No Proceedings were found of record in Suffolk County Surrogates Court. Catherine E. Honnett died a resident of Suffolk County on March 23, 1984, Suffolk County Surrogates Court File No. 1212P1984, leaving Lauren Elizabeth Kinnin as Executrix. Lauren Elizabeth Kinnin, as Executrix Dated: August 29, 1984 of the Last Will and Testament of Rec'd: February 28, 1985 Catherine Eleanor Honnett, late of Liber: 9744 Cp 172 Third& Orchard St.,New Suffolk, who died on March 26, 1984 -to- Lauren Elizabeth Kinnin Lauren.Elizabeth Kinnin Dated: July 2, 2010 -to- Rec'd: August 5, 2010 Karine Masone and Liber: 12633 Cp 557 Vincent Natale LAST OWNERS OF RECORD. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead,New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. BY(:::3� r Patricia A. Judd President Sworn to before me this 11 th day of January, 2022. Diane A Allen NOTARY PUBLIC.STATE OF NEW YORK Registration No.OIAL6108157 Qualified in Suffolk County Commission E3#es 04l12/2024 TITLE NO.: NS0=20-0800-SS-UPDATE CHAIN OF TITLE FOR PARCEL "C": John J. Victoria Dated: March 10, 1959 -to- Rec'd: March 13, 1959 John J. Victoria and Liber: 4598 Cp 510 Lucy Ann Victoria, his wife Lucy Ann Victoria died a resident of Suffolk County on December 29, 2006. John J. Victoria died a resident of Suffolk County on December 6, 2011, Suffolk County Surrogates Court File No. 2012-122, leaving Ann M. Ekster, as Executrix. Ann M. Ekster, as Executrix of the Dated: September 19, 2012 Last Will and Testament of John J. Rec'd: October 5, 2012 Victoria, late of Suffolk County, Liber: 12707 Cp 520 who died on December 6, 2011 -to- Barbara J. Solo, as to a 2/3 interest and Ann M. Ekster, as to a 1/3 interest, as tenants in common LAST OWNERS OF RECORD. CHAIN OF TITLE FOR PARCEL "D FOURTH STREET CHAIN OF TITLE FOR PARCEL "E": ORCHARD STREET STATE OF NEW YORK) SS: COUNTY OF SUFFOLK; Patricia A. Judd being duly.sworn, deposes and says that she resides at 6 Gatz Road, Riverhead,New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. BY: Patricia A. Judd President Sworn to before me this 111h day of January, 2022. Diane A Allen NOTARY PUBLIC.STATE OF NEW YORK Re&i adon No.01AL6108157 Qualified in Suffolk County Commission Ezpim 04112V24 2X12 CONT. RIDGE. RIDGE STRAPPING TO CODE ASPHALT/FIBERGLASS SHINGLES ROOFING FELT 1/2" COX PLYWD SHEATHING 2X8@ 16" OC ROOF RAFTERS 2X6 @ 16�QC CEIL.JOISTS �� 12 �`fSb1NSUL 6 AZEK (OR EQUAL) FASCIAS&SOFFIT ALUMINIUM GUTTER TO LEADER VENTED SOFFITS PLUMBING RISER DIAGR, VINYL SIDING INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS = TYVEK HOUSE WRAP �- 1/2" PLYWD. SHEATHING / �•. - 2X4 @ 16" OC STUD WALL w9j 1!5VNS0 T1O� (7 1/2" PAINTED GYP. BD. @ INTERIOR O I I • - I I 2X10 LEDGER BOLTED TO FRAMING ..M 2X8 @ 16"OC ROOF RAFTERS TECO TO LEDGER 1 ASPHALT/FIBERGLASS SHINGLES 1/2" COX PLYWD. SHEATHING r� I I ROOFING FELT I I co I I I co FINISH FLOORING AS PER OWNER 3/4" PLYWD SUBFLOOR —(2) 2X10 HEADER — (2) 2X6 COLLAR TIES @ 48" OC I \ I 9-1/2" TJI 230 JOISTS @ 16" OC r I I j I — 7 --PROVIDE 5/8" GYP, BD. @ COMMON WALL TO MAINTAIN A ONE HOUR FIRE RATING k BETWEEN RESIDENCE &GARAGE. rco PROVIDE 5/8" GYP. BD. @ COMMON WALLS & CEILING TO MAINTAIN A ONE HOUR FIRE RATING SEPARATION BETWEEN RESIDENCE AND GARAGE. - O T 'r Gy GARAGE VINYL SIDING INSTALLED AS PER MANUFACTURER'S °O UNHEATED am INSTRUCTIONS TYVEK HOUSE WRAP 1/2" PLYWD. SHEATHING r 2X4 @ 16" OC STUD WALL FINISH FLOORING AS PER OWNER 3/4" PLYWD SUBFLOOR 9-1/2"TJI 230 JOISTS @ 16' OC wLFAa INSDLTATJ Nr`T - u (2) 2X10 b 2X6 ACQ SILL PLATE BOLTED TO / HEADER FOUNDATION AS PER CODE - 8"xV-0" POURED CONC. FOUNDATION WALL ON 16"x8" POUR. CONC. FTG. i+1� 4" POUR. CONC.SLAB 0 OF X 5 —— J�� I I I I 11 II)� II I b 'fO 77006 ' �...,..... �.c UPLIFT GONNEGTOR DETAIL Generated by REScheck-Web Software Compliance Certificate 5) E C E HE DEC 0 7 2021 Project Maul Residence BUILDING DEPT Energy Code: 2018 IECC TOWN OF SODUTHOLD Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 310 Orchard St New Suffolk, NY Corinv . lWtrade-off Compliance: 1.20/6 Better Than Code Maximum UA: 241 Your UA: 238 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or worse Than Code Index reflects how dose 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth,requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter 2nd Floor Ceiling:Flat Ceiling or Scissor Truss 574 28.0 2.5 0.034 0.026 20 15 Ceiling: Flat Ceiling or Scissor Truss 112 28.0 2.5 0.034 0.026 4 3 2nd Floor Wall:Wood Frame, 16" o.c. 787 15.0 1.5 0.068 0.060 42 37 Study DH 1:Vinyl Frame 15 0.300 0.320 5 5 SHGC: 0.31 Study DH 2:Vinyl Frame 15 0.300 0.320 5 5 SHGC: 0.31 Bed 2 DH:Vinyl Frame 15 0.300 0.320 5 5 SHGC: 0.31 Bed 2 Cas:Vinyl Frame g 0.280 0.320 3 3 SHGC: 0.32 Bed 1 Cas:Vinyl Frame g 0.280 0.320 3 3 SHGC: 0.32 Bath 2 Cas:Vinyl Frame 6 0.280 0.320 2 2 SHGC: 0.32 Bed 1 Cas 2:Vinyl Frame 21 0.280 0.320 6 7 SHGC: 0.32 Bed 1 Cas 3:Vinyl Frame 21 0.280 0.320 6 7 SHGC:0.32- Bed 1 Fix:Vinyl Frame 18 0.270 0.320 5 6 SHGC: 0.34 Project Title: Maul Residence Report date: 11/12/21 Data filename: Page 1 of 2 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Stairwell Fix:Vinyl Frame 18 0.270 0.320 5 6 SHGC: 0.34 Study Fix:Vinyl Frame 18 0.270 0.320 5 6 SHGC: 0.34 1st Floor Wall:Wood Frame,16"o.c. 960 15.0 1.5 0.068 0.060 54 48 Door: Solid Door(under 50%glazing) 20 0.170 0.320 3 6 Door 1: Glass Door(over 50%glazing) 42 0.300 0.320 12 13 SHGC: 0.26 LR Cas 1:Vinyl Frame 14 0.280 0.320 4 4 SHGC: 0.32 LR Cas 2:Vinyl Frame 14 0.280 0.320 4 4 SHGC: 0.32 Living Room DH:Vinyl Frame 12 0.300 0.320 4 4 SHGC: 0.31 Dining Room DH:Vinyl Frame 12 0.300 0.320 4 4 SHGC: 0.31 Kit Doube Cas:Vinyl Frame 21 0.280 0.320 6 7 SHGC: 0.32 Kit Cas 1:Vinyl Frame g 0.280 . 0.320 3 3 SHGC: 0.32 Kit Cas 2:Vinyl Frame g 0.280 0.320 3 3 SHGC: 0.32 Kit Cas 3:Vinyl Frame g 0.280 0.320 3 3 SHGC: 0.32 Floor:All-Wood joist/Truss 684 28.0 2.5 0.032 0.047 22 32 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.Th prop o building h s been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply w1 the ory re rements listed in the REScheck Inspection Checklist. Louis Schwartz 11/12/21 Name-Title gnature Date OF NEW't, SCHwq� r � 77006 A'�OFESSIO�A� Project Title: Maul Residence Report date: 11/12/21 Data filename: Page 2 of 2 t Generated by REScheck Web Software Compliance Certificate Project Maul Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 310 Orchard St New Suffolk, NY Compliance: 5.8%Better Than Code Maximum UA: 241 Your UA: 227 Maximum SHGC: 0.40 Your SHGC: 0.31 The°h 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Assembly or Cavity Cont_., :Prop, Req. Perimeter 2nd Floor Ceiling: Flat Ceiling or Scissor Truss 574 30.0 0.0 0.035 0.026 20 15 Ceiling: Flat Ceiling or Scissor Truss 112 30.0 0.0 0.035 0.026 4 3 2nd Floor Wall:Wood Frame, 16"o.c. 787 15.0 3.5 0.059 0.060 37 37 Study DH 1:Vinyl Frame 15 0.300 0.320 5 5 SHGC: 0.31 Study DH 2:Vinyl Frame 15 0.300 0.320 5 5 SHGC: 0.31 Bed 2 DH:Vinyl Frame 15 0.300 0.320 5 5 SHGC: 0.31 Bed 2 Cas:Vinyl Frame g 0.280 0.320 3 3 SHGC: 0.32 Bed 1 Cas:Vinyl Frame 9 0.280 0.320 3 3 SHGC: 0.32 Bath 2 Cas:Vinyl Frame 6 0.280 0.320 2 2 SHGC: 0.32 Bed 1 Cas 2:Vinyl Frame 21 0.280 0.320 6 7 SHGC: 0.32 Bed 1 Cas 3:Vinyl Frame 21 0.280 0.320 6 7 SHGC: 0.32 Bed 1 Fix:Vinyl Frame 18 0.270 0.320 5 6 SHGC: 0.34 Project Title: Maul Residence Report date: 10/13/23 Data filename: Pagel of 2 i Gross Area, Assembly or C ity tont. Prop. Req. Prop. Req. Stairwell Fix:Vinyl Frame 18 0.270 0.320 5 6 SHGC: 0.34 Study Fix:Vinyl Frame 18 0.270 0.320 5 6 SHGC: 0.34 1st Floor Wall:Wood Frame, 16" o.c. 960 15.0 3.5 0.059 0.060 47 48 Door: Solid Door(under 50%glazing) 20 0.170 0.320 3 6 Door 1: Glass Door(over 50%glazing) 42 0.300 0.320 12 13 SHGC: 0.26 LR Cas 1:Vinyl Frame 14 0.280 0.320 4 4 SHGC: 0.32 LR Cas 2:Vinyl Frame 14 0.280 0.320 4 4 SHGC: 0.32 Living Room DH:Vinyl Frame 12 0.300 0.320 4 4 SHGC: 0.31 Dining Room DH:Vinyl Frame 12 0.300 0.320 4 4 SHGC: 0.31 Kit Doube Cas:Vinyl Frame 21 0.280 0.320 6 7 SHGC: 0.32 Kit Cas 1:Vinyl Frame 9 0.280 0.320 3 3 SHGC:0.32 Kit Cas 2:Vinyl Frame 9 0.280 0.320 3 3 SHGC: 0.32 Kit Cas 3:Vinyl Frame g 0.280 0.320 3 3 SHGC: 0.32 Floor:All-Wood joist/Truss 684 30.0 0.0 0.033 0.047 23 32 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 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requir ents listed ion the REScheck Inspection Checklist. Louis Schwartz NE' 10/26/23 Name-Title Signa r r2 oe o � ,pT Date r— c �0 77006 ESSION�� Project Title: Maul Residence Report date: 10/13/23 Data filename: Page 2 of 2 Generates! by REScheck Wef; Software Compliance Certificate Project Maul Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 310 Orchard St New Suffolk, NY Compliance: 5.8%Better Than Code Maximum UA: 241 Your UA: 227 Maximum SHGC: 0.40 Your SHGC: 0.31 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Cent.Assembly or . • . s . a 2nd Floor Ceiling: Flat Ceiling or Scissor Truss 574 30.0 0.0 0.035 0.026 20 15 Ceiling: Flat Ceiling or Scissor Truss 112 30.0 0.0 0.035 0.026 4 3 2nd Floor Wall: Wood Frame, 16"o.c. 787 15.0 3.5 0.059 0.060 37 37 Study DH 1:Vinyl Frame 15 0.300 0.320 5 5 SHGC: 0.31 Study DH 2:Vinyl Frame 15 0.300 0.320 5 5 SHGC: 0.31 Bed 2 DH:Vinyl Frame 15 0.300 0.320 5 5 SHGC: 0.31 Bed 2 Cas:Vinyl Frame g 0.280 0.320 3 3 SHGC: 0.32 Bed 1 Cas:Vinyl Frame SHGC: 0.32 g 0.280 0.320 3 3 Bath 2 Cas:Vinyl Frame 6 0.280 0.320 2 2 SHGC: 0.32 Bed 1 Cas 2:Vinyl Frame 21 0.280 0.320 6 7 SHGC: 0.32 Bed 1 Cas 3:Vinyl Frame SHGC: 0.32 21 0.280 0.320 6 7 Bed 1 Fix:Vinyl Frame SHGC: 0.34 18 0.270 0.320 5 6 Project Title: Maul Residence Report date: 10/13/23 Data filename: Page 1 of 2 Gross Area Cav' Assembly or ity Cont. . . Perimeter Stairwell Fix:Vinyl Frame 18 0.270 0.320 5 6 SHGC: 0.34 Study Fix:Vinyl Frame 18 0.270 0.320 5 6 SHGC: 0.34 1st Floor Wall: Wood Frame, 16"o.c. 960 15.0 3.5 0.059 0.060 47 48 Door: Solid Door(under 50%glazing) 20 0.170 0.320 3 6 Door 1: Glass Door(over 50%glazing) 42 0.300 0.320 12 13 SHGC: 0.26 LR Cas 1:Vinyl Frame 14 0.280 0,320 4 4 SHGC: 0.32 LR Cas 2:Vinyl Frame 14 0.280 0.320 4 4 SHGC: 0.32 Living Room DH:Vinyl Frame 12 0.300 0.320 4 4 SHGC: 0.31 Dining Room DH:Vinyl Frame 12 0.300 0.320 4 4 SHGC: 0.31 Kit Doube Cas: Vinyl Frame 21 0.280 0.320 6 7 SHGC: 0.32 Kit Cas 1:Vinyl Frame g 0.280 0.320 3 3 SHGC: 0.32 Kit Cas 2:Vinyl Frame 9 0.280 0.320 3 3 SHGC: 0.32 Kit Cas 3:Vinyl Frame g 0.280 0.320 3 3 SHGC: 0.32 Floor:All-Wood Joist/Truss 684 30.0 0.0 0.033 0.047 23 32 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 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Maul Residence Report date: 10/13/23 Data filename: Page 2 of 2 30'-0" 30'-0" MAUL RESIDENCE 7'-6" 15'-0" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 3 1 0 ORCHARD STREET � � •n NEW SUFFOLK NY O SIN O 0 fN - _ - - - - - -'- -- oN WINDOWS 9HOS ABOVDEFFL. 021- _..... .._.. _...... ......... .__.. .....-- -.-- _3 _.._ .- -- __ - - .- -- _ _.- EXISTING: SINGLE FAMILY RESIDENCE M 2X10 HEADER TY . / 3'-0" _ I 1 2X10 HEADER TY 1" 1.. SCTM# / o 132,. 10'-52,. 2 80 1 2 ® -12 2 CLOSET I 32 1...._........................................-..__....__. ZO N E / / \ RAIL TO C DE < I -- ° W -1 ` ! I PROPOSED: M BEDRM #2 BATHRM #2 1 - ® NEW 1250 SQ.FT. TWO STORY SINGLE FAMILY o I I DWELLING WITH ATTACHED 220 SQ.FT.ONE CAR NOTE: 1 STOOP DN RI NOTE: c 4 APPROVED SMOKE DET. cal L 8" AX. = I JO APPROVED SMOKE DET. �i I GARAGE. & CO2 DET. I - - - - M S02BDEINSTALLED AS o MUST BE INSTALLED AS o LIVING ROOM c1 DINING ROOM I oo � I c7 x I O CODE REQUIRES. CODE REQUIRES. W N 10'-0" PLATE HEIGHT TYP. o I 10'-0" PLATE HEIGHT TYP. r NOTE: OS O C © N THE TOP OF ThE Cl) J I O I ® O EGRESS WINDOWS ch WILL'BE 6'-8" I� @) W (2) 2X10 HEADER ABOVE THE FL(�O . ! ( T N c -a I F n i p <U) LL0 2X12 RIDGE - _..._._._......_�__..._`. O__ OI I , - - - - - - - -1T - - - - - -...__.i..__..__.......__..__..__ _........_...___L.._� o rN am (2) 1-3/4"x11-7/8" UPSET HEADER, w (3) 2X10 UPSET HEADERIF rn CT) W O U N I O O U_ I � U LL 1 _O.. Cl) QF O O U : H 0o N O sHow R � O I STUDY ° BEDROOM #1 Ir c O .._tO.__.........._. ... �--., rIN U) --- _ _ -- GENERAL NOTES RAIL TO CODE I W ! I I I N to W ~ o N 0 1. All work shall conform to the requirements of the 2020 Building Code of N.Y. N 4 RI . @ i ENTRY o _ BATHRM #1 z m o I o x j r W N 5 State, County and Town Department Regulations, Utility Company requirements and 0 0 8 AX. STOOP f-3'-0" 2'-8' o o o i I O o N I best trade practises. wI 2. Before commencing work the Contractor shall file all documents required by the w J� ~ I RAI ING I `D Building Department, pay all fees required by local agencies and obtain all required ° `;' permits. ® ` w&DO0 N 3. The Contractor shall visit the site and verify all dimensions and the existing 1 1-2'-0' 1 -8 1., i M I 3-" 31) 3 3'-1' 2 '-5" °O __________________________ (2) 2x10 HEADER (2) 2x10 HE DE (2) 2x10 HEADER COndItIOnS ;affecting the work prior to construction. Any discrepancies which would interfere with the satisfactory completetion of the work described herein shall be I; ! N i .l lil (2) 1-3/4x9-1/4" DROPPED HEADERDW - fIN I � i reported to the architect or property owner. Do not start work until such conditions t II! IIII,,I� IIII C 6 I have been examined and a course o action mutually agreed upon. Failure to notify PROVIDE 5/8" GYP. BD @ COMMO�;WALL DN 2 RISERS _. __ - - - - - - - - - - - _...- -.- -- _-- - __-- -- _-... _..- - _-- - -._.. - - - - - - - _._ - - - - - -- -, h f y ��III��IIIQQQQQQ x a i u r I TO MAINTAIN A, NE HOUR FIRE RATI',G SEPARATION IIII ® I the owner or architect of unsatisfactory conditions will be construed as an acceptance TO SLAB I ! ry P BETWEEN RESID NCE ND GARAGE.', of the conditions to properly perform the required work. III: III iil III SINK e O I I W � I I I 4. All work is to conform to the drawings and specifications of the architect and III, l P I engineer consultants. @ IIII IIII IIII !I I 5. The Contractor is to maintain a complete and up to date set of plans on the co o III' III; rl�, i11i ;!II I I job site at all times ° a 11i. (li! °° �I !'.I o I I 6. The drawings are not to be scaled under any circumstances. 0 J o KITCHEN I 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures ® I o O 1 CAR GARAGE ( I p y p g UNHEATED SPACE . k I I including storage and toilet facilities,protection of existing work to remain,access to @, N NOTE: Y` ( work area, hours of permitted work,availability of water and electric power and all �Id APPROVED SMOKE DET. I other conditions and restrictions for this particular location in order to execute the °p I v M ST BE T. INSTALLED AS I ( work in a careful and orderly manner with the least possible disturbance to the public. CODE REQUIRES. O I ( 8. The Contractor shall make the neccesary arrangements to utilities and services O REF. STOVE temporarily disconnected while performing the work as required. © Q N I I 9. The Contractor shall provide all dimensions and cut-outs for other trades. (._. _....... .__..... ......._. .... -- -.._ _...... ...._. _....... ..._..... ....._... .__.... ._.._.. --_.... -- ._._. ._.. - -- -- - _ - _ _ ._.._.. -- - -- ..__._ ._..._.. .... .......... .......... _..__. _. - - - 10. The Contractor shall provide proper shoring and bracing for all remaining structure� MO - - - - - - - prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. The General Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and architect harmless from litigation arising out of the Contractor's failure to 18'-2" '-6" 2'-4" '-0" -0" '-0" -0" provide construction safety means and methods. J -30'-0" 30'-0" --- FIRST FLOOR PLAN SECOND FLOOR PLAN CONSTRUCTION NOTES 1/4" = 1'-0" 10.5.21 REV. 10.1 a.2 i REV. 10.18.21 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. REV. 11.2.21 REV. 11.2.21 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. DO NOT PROCEED IMTH copper termite sheild. j FRAMING UNTIL SURVEY Must provide M1nUO3 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance 0�'C U P ��,¢ OF FOUNDATION LOCATION T --30'-0" � D J and S i�8 per with the New York State Building Code and manufacturers specifications. APPROVED AS NOTED HAS BEEN APPROVED. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed 7'-6'. 7'-6" I USE IS UNLA4,'.7, UL NYS Energy Code upon by an engineer and certificates shall be issued stating same. DATE: -1 ' P 9 B.P.# 35� �, _ 6. Unless otherwise noted all framing and structural wood components shall be 1 T�QUT CE T� aiC A F #2 or better Douglas Fir. FEE ' fl '(0) BY: q� 7. All framing techniques and methods shall be as prescriptive design based on PROVIDE WINDOW WELL TO NOTIFY BUILDING DEPARTMENT AT OF QCCUMi,!CY , � � AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) MEET EGRESS CODE W W Bloc rer door Q ° ^ __...... .......... ._....._ _ _. ...__0 _ 765-1802 8AM TO 4PM OFF THE1�e 1ep�rt�on �u aC1l Yi or as specified in R301.2.1.1 ! z 20 a f r 9 FOLLOWING INSPECTIONS:F `G peg• c+ dUet vork 8. All building envelope components shall comply with Chapter 6 of the Energy r testrequired. Conservation Code of the State of New York. W t2 re R . , W - - - - - - 1. - REQUIRED �1Y5 Code testing 9. Fireblocking shall be provided in all wood framed construction in accordance ftESS _ .. .._._ _. _-- -._._ ._.._.. _..., WASTE L FOR POURED CONCRETE b between t d LINE with NYS Code R 602.8 to form an effective fire barrier e ween stories an 1` ! APPROVED SMOKE DET. 3. I2. NSULATION FRAMING & PLUMBING NOTE: °p COMPLY WI H ALL CODES OF between the top story and roof space. & CO2 DET. ( I I NEW YORK STATE & TOWN CODES 10. Protective panels shall be provided for glazed openings in accordance with MUST BE INSTALLED AS I I I ( 4. FINAL - CONSTRUCTION MUST NYS code R301.2.1.2 if they are required. GAS IN - - CODE REQUIRES. 2'-4° BE COMPLETE FOR C.O. AS REQUIRED AND CONDITIONS OF 1 1. All portions f h comply with localgeographic 1 I l i I p t s o the new structure are designed to p y ALL CONSTRUCTION SHALL MIEET THE TRUSS PLACAROINC REQUIRED SOUTHOLDTOINhZBA and climatic criteria as stated in the following table. REQUIREMENTS OF THE CODES OF NEW EOF W RIELLO RESIDENCE PRO KIS I I I I I I I o°i NATURAL GAS FIRED 12000OBTU (2) 2X10 HEADER YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN PLANNING BOARD �� sc GEOGRAPHIC & CLIMATE DESIGN CRITERIA ` I o BOILER W/ DIRECT VENT W o I ; ( I I I ( DESIGN OR CONSTRUCTION ERRORS. SOUTrI010 TOWN TRUSTEES * * 45 psi o I I "f 1 ":'ATEf� F0�''C F RCTAIPJ STOc�`L' GROUND SNOW LOAD I I I ( RSU NT TO CHAPTER 233 � '��PJ.Y.S.OEC PUIz� _ W WIND SPEED 130 MPH 2X12 ACQ LEDGER BOLTED TO HOUSE ! CELLAR z I z _.... _ y ' I W W I I I I I t O��JId CODE. �^ Z SEISMIC DESIGN CATATGORY B rN J I J Y OF THE 77006 WEATHERING SEVERE FRAMING W/ 3/i8"x3" EPDXY COATED F I..,-. .__.. -. SCREWS @ 12"' OC STAGGERED. ° \ A FROST LINE DEPTH 36" 8"x8'-0" POUR. CONC. FOUNDATION WALLS 2X8 @ 16" OC ACQ DECK JOISTS � 00 ON 16"x8" POUR. CONC. FTGS. I I 2X12 ACQ LEDGER BOLTED TO HOUSE PLUMBER CERTIFICATION 'POFESSION�' TERMITE THREAT MODERATE TO HEAVY TECO TO LEDGER & STRAPPED TO FRAMING W/ 3/8"0" EPDXY COATED DECAY SLIGHT TO MODERATE N (2) 2X10 ACQ GIRDER ANCHORED TO __.! SCREWS @ 12" OG STAGGERED. ON LEAD CONTENT BEFORE 14' DIA CONC. PIERS TO 36" BELOW ., U i Exlsr. GRADE I I N - ----- I O WINTER DESIGN TEMPERATURE 11 2xs @ 1s" oc ACQ DECK Jolsrs CERTIFICATE OF OCtCUPANCY TECO TO LEDGER & STRAPPED TO FLOOD HAZARD AS NOTED - ---- --- - I (2) 2X10 ACQ GIRDER ANCHORED TO f- - ° 14' DIA CONC. PIERS TO 36" BELOW SOLDER USED IN WATER ! EXIST. GRADE I I i....._ ..._.._ _....._ __.__ _..... SUPPLY SYSTEM CANNOT I 11 o a u F DOOR SCHEDULE WINDOW SCHEDULE I_..._ ..____ ......... _.._.._ _ EXCEED 2110 OF 1 ,/o LEAD. TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(in pounds per square foot oo;, 2pc8 @ 16" OC I I I ,.._ .._..... -- -...._ _... o N TYPE NOTES TYPE NOTES LIVE L - -. � i i (2) 2X10 HEADER F I r ARCH TOP ENTRY DOOR (BY OWNER) AND. 400 SERIES (2) CN24 CASEMENTS USE LOAD I PI l �jrl l j'R° OA 1ST FL ENTRY SOUTH 1 1ST FL LIV. RM ttiCS With I17lItF?d St4f ate@g' z0 N 3'-0"x6'-8" 3'-5-1/4"x4'-0-1/2" RO EACH h F.I_l.P�1..:• 8'-0"x7'-0" OVERHEAD GARAGE DOOR O AND. WDH 210310 b GARAGE SOUTH 2 1ST FL LIV. RM Attics Without storage 10 - - - - d',r,- - MAKE & MODEL BY OWNER 3' 0 1/8"x4' 0 7/8" RO . ......._. .......... _....... i z 1 3 Deckse 40 8 EXT RI ENT DOOR N H 1 y - /4"x11-1/4" LVL GIRDE O MAKE & MODEL O 3'-0-W8"x4-0 7 8" ROxterior balconies 0310 f0 ( ) C GARAGE EAST 3 1ST FL DIN RM _0.. _.._ __._ .__.. ..._-- -- .- - - - - - - - - - - -r M AND. CXW24 Fire escapes 40 ..... _.. ... .......... _..... _._.... ... _._. ..._... __. I D 40 1ST FL. DIN. RM. . FWH60611APLR 1ST FL DIN R 6'-0-1/8"x3'-5-3/8" >� € �8" I 18'-1 11" 8" ' ._01" i 8" .r } „�„�,,,, 6'-0"x6'-1 1 RO O AND. CXW 13 Guardrails and handy ils f 200 a I 2 2 !".-t'_T!"!v- ._t^'"'�w'W"2a^"lt'..,;'4_."� O 2'-0"x6'-8" CLOSET DOOR 1ST FL ENTRY 5 1ST FL KITCHEN Guardrails in-fill Components 50 3'-0-1/2"x3'-0-1/2" RO o I z I I . .K. AND. CXW 13 Passenger vehicle garagesa 50a °o� I a I O 2'-0"x6'-8" INTERIOR DOOR 1ST FL BATHRM #1 O 3'-0-1/2"x3'-0-1/2" RO 1ST FL KITCHEN Rooms other than sleeping 40 w W O I GARAGE I AND. CXW 13 rooms QU_ I O 2'-6"x6'-8" INSUL.& FIRE RATED GARAGE TO BASEMENT 07 1ST FL KITCHEN o o �IN 3'-0-1/2"x3'-0-1/2" RO Sleeping rooms 30 aZ r 4" POURED CONC. SLAB �.11eilerlorl?gh±11�� 2'-6"x6'-8" INSUL. INTERIOR "' �� I W/ 8 GAUGE 6X6 WWM REINF. 1ST FL KITCHEN TO GARAGE O8 AND. 210410 EGRESS Stairs 40c iactrIlcd rcpp?Ced Or O 1 HOUR FIRE RATED 3'-0-1/8"x5'-0-7/8" RO 2ND FL STUDY 00 0 U) F I , AND. 210410 EGRESS °a I �, I Tcr^€:ed shag c®nf�orY�Z _ ___ O 2'-0"x6'-8" INTERIOR DOOR 2ND FL BATHRM #2 9 2ND FL STUDY 3-0-1/8"x5'-0-7/b" RO Fr o I o -- to Ci:rp�el'272 " AND. 210410 EGRESS w� z r I'p� 2'-0"x6'-8" INTERIOR DOOR 2ND FL BATHRM #2 3'-0-1/8"x5'-0-7/8" RO>a I z I I �; till l0`"TPl CQ�f; T 10 2ND FL BEDRM #2 © 2'-6"x6'-8" INTERIOR DOOR 2ND FL BEDROOM #2 11 AND. CXW13 2ND FL BEDRM #2 FLOOR PLANS & FOUNDATION PLAN 3'-0-1/2"x3'-0-1/2' RO ._..--. _....... __..._. ...__.. _._._ _.__.- --.... ..._... ..... .___._ ....... .-...... ......._ .......... ___-. _..... _.._ ...._. .._..... ._...._ ... -_.... -6"x 6'-8" INTERIOR DOOR 2ND FL BEDROOM #1 AND. C 13 co I i !l - - -0-1/2"` 2ND FL BATHR 2 'a 4M # 2' 0 5/8"x3' RO AND. CXW 13 (_.... ....._ ..._._ ... _._..... .._.._.. ___ ._._. .._._. ._....- ._-- -......_ ..._-. ...... ___ -...... -.. .__-- ._-._ _... _..._ __..... ._.._.. ...._._ -- -- ........ ._ .....__ ........_ _...._. _._.. ._ . ._-- -....... .......... __...I. .......... ..._..._ ......... ... ._! O 3'-0"x6'-8" BIFOLD DOOR CLOSET @ 2ND FL BEDROOM #1 13 2ND FL BEDRM #1 3'-0-1/2"x3'-0-1/?" RO 14 AND. CXW24 EGRESS 2ND FL BEDRM #1 6'-0-1/8"x3'-5-3/8" RO n oress AND. CXW24 EGRESSS AR 101 15 6ND. C 8"x3'-5-3/8" RO 2ND FL BEDRM #1 ,H` AND. P6030 FIXED VERIFY RO 16 6'-0-1/8"x3'-0-1/2" RO 2ND FL BEDRM #1 O F OF DOOR 16'-192 2'-9" 10'-51" 17 AND. /8"x3 FIXED 2ND FL STAIRWELL ,i fi 2 2 O 6'-0-1/8"x3'-0-1/2" RO perry,,its CIi'G��It`l �'X OC�I,Itl�i 000 18 AND. P6030 FIXED 2ND FL. STUDY 30'-0" 6'-0-1/8"x3'-0-1/2" RO PO BOX 49 19 32"x24" VINYL CELLAR WINDOW BASEMENT NORTH JOAN CHAMBERS SOUTHOLD NY 11971 FOUNDATION PLAN 6BASEMENT NORTH _____ 631-294-4241 27"x45" WELLCRAFT IN-SWING VINYL EGRESS WINDOW. MAUL RESIDENCE 310 ORCHARD STREET ........................ NEW SUFFOLK NY .............. ............................................ ..... ....................... ------------- ............................ ............... ....................... ................................. .......... TABLE RbO2.50) FASTENING5(:.HF_PULr= ............ ...................7=.................. ---- ............ ......................--------- ...................................................... TE-1 DESC91PTh!XA Or BUI LDINS ELEMENTS "7- "'-'---ASPHALT/FIBERGALSS QI IAITII�-"` SPAI64NS AND LOCATION —- ------- - ----- ROOF............. ..........- .......... ------......................... ............................ ........... —-------------- ............................................ 4-bd BOX tj JW.1139 OR ............... I E)LOCKINC5 156TVVEN.oFILIMIS JOISTS M WIM o-od commrm mvxo-ml,OR TOM NAIL TO TOP PLATE -lod BOX(2 A .0.12& 12 NAILS 6 4-5d wx t2 4-Y.6.1 15)m .............. 2 CEILINIS JOISTS TO TOP PLATE 5-6d COMMON OR PER JOIST,TOE MAIL 5-10d BOX(J X'XOJI OR 5-5'XO 151"NAILS .................... ................... CEILINS JOIST NOT ATTAC.��To PAIRA"a RAFTER, 4-lad BOX M*xo 1151)OR 5 LAPS OVWK PARTITION5,["a b"bl""02.5.1,11110025.2 5-16d cc"404 IS WXO-18'29;OR FACE MAIL _dTbI.R&O2 S I NAL5 12 11 0 4 CEILIWS JOIST ATTA4+FD TO PARALLEL RA(Heel-JOINT). rrM TABLE W502 5(q) FACE NAIL IR602 Al.R60221.2-W 4-lod BOX IS-X0 126'.)an COLLAR TIE To RAFTER.FACE NAIL OR I A"X 209.. 5-lod COMMON(5 A11Xo 14b"),OR G IRIPOE 5TRAP To TER FACE NAIL MACH RAFTER c I .. ... . ....... M-II BOX NAILS 0;'Xafft")09 2TOI_'NAILS0M ONE SIDE 5- COMMON NAILS M'Y�,l 46%an AND 170e NAIL ON OPPOSITE RArTBR OR ROOF 7fV55 70 PLATE lod �K OR 4-10d DOX WX0.126"),OR SIDE OF EACH RAFTER 00 NAL5 TRY-16,I ............ 4-46d(V JY,0.059 OR e-lod COMMON lS'XO.I4&7,OR TOE NAIL 4-10d CLAX M'XO.l 20,OK Ll 'I ROOF RAPTBIIIM,To R PI r;,VAIJI OR HIP RAPTms OR 4-5. .1131"NAIL5 ROM RAFTERS TO MINIMLM 7RIDBE BEAM 0.16d BOX(S OR 2-16d COMMON(`o)5'XOA29j OR TOE MAIL VINYL SIDING 5_10d BOX e5"X0.1209,OR 5-31X0,5111 XNLS ....... ------ WALL lad COMMON fSYA"YO.II 241 or-FACE WAIL ... ........ VINYL SIDING . ..... A STUD TO SW(N0r AT BRACED MALL PANES) IOW 12(3'XO 6% 5..xOI5I-)-NAILS OR 16"O.C.FACE MAIL STUP TO 57W AND ABUTTING STLOS AT INTIeR515071 NO KNLL I"max 0 Allyo.1059,on IX'O.C.PACE NAIL 60�S(AT BRACM WALL PANEL. WN0.1I I"commCw 1611 O.C.IIAct NAIL ...........- 16d COMMON(D)j--xo 162 161,ox,IeAnk Eue5E FACE NAIL 10 BUILT-UP tlEAPM U'TO 2"HEAVElt PVT14JS'5FAC&v Te—d ciax m?2->w.mv5 12"cC,ve.44lemse FACE NAL • 9-ad SOX(2)VxO.III OR I[ C414714.101),S HEADER TO STUD 4-"COMMON(2 y"IX0.151,),OK 70E NAIL .......... ... . .................... 4-10d BOX(5'XO.I2b" GO I"COMMON(a I&"O.G.FACE NAIL 'top PLATE To rap rLATIB OR . . .. ....... ................ 170C.PACE NAIL 12 lod BOX WXOJ2&'XO+13 I')NAILS A-Wd CZMMrN 0 J'Xo W29,OR 00 DDLEWt TOP PLATE SPLICE FOR 500' A-0,WITH OCIM41C 12-16d WK OK RAIL TO CODE PAIL TO CODE 12-106 Box(SIX0.1289;olk FACE NAIL ON 1EAICI4 519t OF 2-15"X0.191"NAILS END JOINT NIMMLIM 24"LAP I BRACED WALL LINe 5PAr INS 42�' SPLICE LtNOTH MAeM SIDE OF Is END JOINT) VOLIBLE 101PLATE SPLICE SWICIA I'd,01,OR U,;AND 12-16d IS s"X0.1399 BRACED MALL LINE 9PACIM6 k 25- I"COMMON(3)6'-XO 162 It."Or-FACE NAIL 14 BOTTOM PLATE TO JOINT,RIM J015T.RAMS J0157 OR ELOCKIN5 INOT Ar BRAGE32 WAIL.PANELS) I&d BOX(S,�-'XOI3594 OR I.,X0,1519 NAILS 13"04.FACE NAIL 01-ad BOX 0 JVxO.I"9F OR 3 M-,614 16'OA5.FACE NAIL 507TOPf PLA7r;TO JOINT�KM-1015T,5ANP-015T OR 2-:bd CORMON to VIX01&2 1),OR 2 I!A0H 0'C6 FACE NA L Ey_�Kl"(AT EIMACE7 XAI_L PANEI-S) NAILS 4 P!Ar�H 46 a G.FACZ NAI_ 4-5d BOX(2 j"X0.109,;OR 5-Isd Box M)6,xo 1951),OR 4-"COMMON(2 Yj-1xO1I5I1)j 09 TM NAIL f,Od 009(axo+l?A'):OR lb Top On vo7rom PLATE To sTvv 4-5'X 0.151 NAILS 3-1"BOX 0 j"X0.155.%OR 2-16d COWUN 03 WX0,162-1 OR END NAIL 5-10d BOX M"XOXW9;OR 5_o1xO.rjI11NAIL5-- --- ------ ---------- ---- ......... ..... 310d BOX M"X0,12b"),OR 60WON m x1xo*21,on 1-7 TOP PLATER,LAPS^r COMORS AND INTERSECTIONS I 5-51W]DII,NAILS rAeA=NAIL PROVIDE WINDOW WELL TO I5-bd BOX(2 J'X0-I19'9:OR MEET EGRESS CODE 2-ad COMMON(2 41NO-1119Z OR I lb P9R*CATOEACHSTUOAJ�VPLAT`E 2-10d BOX(S'X0 12091 OR FACE MAIL 2 STAPLES I 0-6d BOX fv I xO. oR 2-bd COMMON(2 WX0 131%OR 19 vx6*silEATHjmsTorAe44rrAANe% 2_10d BOX WX0.120");OR FACE MAIL 2 arrAnes,1%AROWL 16941%"LOW �-,&d Box(2 j1xOJI o");OR .......... ........ .... ......... .......... .......... ... . ...... . ......... .......... ..... 3-4d COMMON aYVXO_I5IJ")j OR 1-10d MOX Io%O,I2b'%09 - - - - --- - - - - - - - - - - - - - - - — LONG ... ........ ....... ........ ......... .......... .......... ........ .. ........ ...... .......... ......... ........ ------- ......... ......... .......... .......... ........ ........ STAPLES, 169aj 20,1,x at,AND Mom s-EA-miNsTo EACH mEARiNs WIDER 711M P X 0' FACE NAIL 4-69 BOX M OR WEST ELEVATION ( FRONT ) NORTH ELEVATION ( SIDE ) 0wOMXM(O3N"X(2W2bX"0),.1O0ft1");OR I_cNs 91 1 /411 = 11-0ll 10. 5 . 21 1 /4I 1 11-011 10. 5 . 214 Da max a j X0.1 159;OR .11 JOlsr To RILL TOP PLATE OR riwzsR elex-IMillvi(2&xO.I81'%OR 5-101 BOX M"X0.126");OR 'TOM NAIL 0-111)0.loll,NAILS 114 Box(2 ilyn 1151) 41 or-Irm NAIL 22 RIM JOIST,BAND JOIST OR EL(XKtN6 TO SILL OR TOP "COMMON t2&X0.1519;OR PLATE ekoor AFPLicAT1om5 ALsol 10d SOX 15"X0_1289,OR 61 Od.TOE NAWL 51%01511 NAILS em�d Dox r2 j Z1 IT);OR 2-ad comt�m(,yv)o II OR 3-10d Dox WXO.1209;OR 2 STAPLES,1116gos-N,II LONG FACE NAIL ........... ................................. .................... ......... .......... -------................ ...... .............. ......: - 241.,,sisrLoomw jots-r OR&RDm 25-16d Box m,�xOJES"),OR ................. .................. ......................... . ................ .............. ................. -ad opmIrlam 0 NIX0.1621) BLIND AN17 FACE KAJI_ ..............m---___...........-"-'= =.................... 35 2"rLANKS,'KANK 0 BEAM-rLook 0 R�P) v-6d Sox IS)& -Ift");OR AT MAC,4 9MAKINS,FACE NAIL 2-=COMMON!"O 163') ................ SHINGLES=-- (5?dxo ....................... .............. ......... .................................................. ... 5-16d C-OMMON(5 4-0 PDX WX0.12V);OK ................. ...................................... ..........- -26 BAND OK RIM J0157 70 JOIST 4-o'X0.131"NAILS I OR 12 5-X 149.-STAPGROANJ,GROAN ENDNO NAIL 4- ................ .................... - ------ ------ 6 :206 ClowoN(4--yo.1I cm "I or-AT TOP AMP BOTTOM ....... ...... ......................... .......... AND BTAet9B�D ....... lod BOX 115"X0.1269;OR 24"6 6.FACZ RAIL AT TOP BUILT-UP OIRDEIR5MPOZAt-5,.'-IXCHLUML�RLAYL2R5 V'xojul'NAILS AND BOTTOM STAObEREi7 O(4 AID-- 2-wd COMMON(4"X0.111I 09 rAGE NAIL,AT151,05 AND 5-11:1 1501(5IN0.12b"),OK AT EACH ffPLICZ NAILS 4-16d BOX M J'XO,IW')PR FIXED FIXED FIXED 26 LED612K STRIP SJPPOKrN5 J015T5 OR gArTM5 5-bd COMMON IS OR AT EACH JOIST OR PA?TM 4-=nox m'X0 m9i OR FACE NAIL4-5'X0J!lI KAJ 5 2q DKlpgjNo To JOIST 12-10d ON0,120") CAC+l DID,TOE MAL `. 5TRUCIUR.AL PANELS,5UBR.00R,Ri70F AND INiLIRIOR WNJ.5HEATJNNG 70 FRAMING AND PARTICLE BOARD MALL Mcpv ATHI TO INS[See TAV.155 R600.90)FOR MOOD STR_tTURAL PANELExTMOR KALL SNEATI41149 TO HALL FRAANS] 50 &d cowox(rxom5l)NAIL ftMFLOOK MALL)' EGRESS EGRESS ad COMMON(2)z XO.I5I*)NAIL OtOOP) VINYL SIDING 51 11 ad COMMON NAIL f219'90.1519 6 12l' c') fall COMMON 01NO.I.4511)NAIL-1 OR 00 DEFORMED NAIL 16 12 ......... 6ALVAN2 OTHLR HALL 5HEATIiIN6 DIAMETER,OR GfwMN STAPLE q.. 3 6 I,6'9TWW-TLIRAL CELLULOSIC FIRIMMOARD 1. 16 .......................... .................... ......................... ............ ........... ..... s IN& y ........ I zry PLo-OrIN�NAIL_T67 HEAD OR V GROAN STAPLE 6 5 6 ........................... VA ......... ......... ......................... .................. ft All Cyr"5h!EAVINS d &ALYANIZEv,I Y,"LON&.I Y4'SCREWS,TYPE H OR 5 —------m=._-_�_...ASPHALT/FIBERGALSS SHINGLES, CLI 5b s-r-*TN d 6ALYANI1rD,I%'SCAZEkIS,TYPE ........ 57=1! 11:':......... I%'GALVANIZED ROOFING NAIL .... ........................... .......... VINYL SIDING r INS --------.....................=......... ... ............................................................................. ............................................................... .................... MOOD EIT"TRUAL FAhEL.S,COMONATION�I`LOOR WiM-IRLAYMIEN7 TO PRAYING c1d pepowplw(2 MlLq OR .................................... ............... ..................... rT 4610 LESS 12 ....... 77006 ad COMMON NAIL. ................ .... ............... .......... ..................... ......................*....................*......... 12 6 AZD ad COMMON WX0.151")NAIL,09 ........... -—---- ................ ......... ............. .......... ....... ............... ...................... .... �POFESSI ad DEFORMED`(2 JVX0.1200)KAJIL. 12 106 WWON M%0 1-46")N411�OR ......------- 6 12 FOR 51.1 f-h 25A-,I F-t 304a mm,I MILE PER HOUR.0441 IRh,1 Jw.6 505 W. o NAILS ARE SMn.OTH-COMMON,BOX dR DEFORhI�SHANKS EXCEPT WH�E OT}ERNU5E STATED.NAILS USED FOR FR,iMINS ATID SHFJITMINs C"4-Ww NAIL),40 KS FOR SHANK DI mRS LAREER TRAN 0 142 lWnH BLrr Nor I_A�THAN O-M INCH'AND"Do KSI FOR SHANK / �% / /. ��.- CCMNEGTIONR RF4Al.l.HAVE MINIM.M AVL1RAf.E BENDING YIELD 51R@JSTH9 A0 9HOlYJ:DO K91 POR SHANK DIAMCTP.R t74'0.142 INCH(god 01 At-�OF 0-142 IIZ OR LESS AWrIe G 1%STAPLES ASM 16 0^*C ARE AND+4*VC A MINIM.M IA6-INCH ON VIA111C C N MOTH. 0 (D NAILS SHALL BE SPACED AT NOT MORE THAN&INCHES ON CENT711 AT ALL SUPPOqil,Y&rRr SPANS AAE 48 WJ-M OR eAtEATERL 11 FCAA-FOOT BY 6-r-OPT OR 4-1`920T DY 4-FOOT FANM.5 SHALL M AFFLIeP VERTICALLY. 5FACIN6 or rA57VZN5 NOT INCLLIPEP IN TH15 TABLE:HALL CIE MASIeP ON TABLE R602o(2). VINI-ERE 71�11!ULTIMATE!M-A15N MIND SPEED IS 130 MPH OR LIT55.NAILS FOR ATTArHIWO MOOD STRI.C70PAL PANEL ROOF 1 SHEATHINS To k-F ENO MALL MOMINS 5RALL BE SPACED 6 INCHES ON CENTER,K'094 THE WILTIKAIr;VIESION MIND V 5ORFATER THAN 150 MPH VINYL SIDING NAILS FOR ATTA/aHimis PANEL P40F&4EArriIN&TO INTERMEDIATE SUPPORTS SHALL Be BE SPACED&INCHES ON CMZTER FOR MINIMJM 48 rW RAIL TO CODE RAIL TO CODE (D P151-ANCe It"WVVE-o E^VV5 AND 6A5LE END MALLS-AND 4 INCHES ON OtNTeg 70*AaX END MALL.PKWNs% SHEATHINIS SHALL CONFORM TO ASTM C IMb AND SHALL BE INSTALLED IK ACCORDANCE XMA GA 255 FIBERBOARD SMATHINS c FORM To ASTI-t G 20b, h.WAeims OFr,1&TD0R5 ON fl-OOR SHEATHNS ECISE5 APPLIES To PAWL WSM W-POWMIP BY FRAMWt.MS19ERS AID R5=IFMD BLOMN&AND AT fLOOR PERII ONLY.S?A6IN&OF FASTrNeR5 ON Roor&C-ATHN&PANEL WOUS APPLIES 70 PANM Wdft WPIPORTED EW PIIIAMI Na HEMMER&AND FMIXIMM12 M-OCKIN5.51OCfq"OF ROOF OK FLOOR 1114MATHIN6 PANEL rOCES PMRPENDICAAR TO 74IE PRA441115 MEPIDERS NEW NOT BE PROYIVED EXCEPT AS REaUREV BY OTHER PROVISIONS OF THIS Cove.FLOOR PMtlr"SHALL BE SUPPORTED EW FRAM!NO TIIEME7Utb OR SOLID OLOCAINS. I AHERE APLAFTER 16 rASrn1Zn!)TO AN Ar%1AZr_WT PARALLEL 0-FILINS JOIST IN AZOO-ADANCE WITH THIS W"PDULr,PROVIDE TWO TOE NAIL'- L ON ONE 519E Or Tte RAPTellko-INIP TOE KNL5 FROM THE CEILING J715T TO TOP PLATE IN AGCO9PMkZ WITH TH15 SC+ItVULe.THE TOE NAIL 0 ......... ......... ......... THE OPPOSITE SIDE OF THE RATER 514ALL NOT BE REMORM TOP OF SLAB ...... ......... ........ ...... .......... .. .... ......... ........ ------ ........ ......... ...... ........ ......... ....... ........ ......... ......... .... ......... .... ......... ....... ........ ..... ........ .. ..... ... ............ ---- ---- ......... ..... .......... ....... ......... ......... .. ......... ....... .......... ......... ....... ... ........ ........ ELEVATIONS SOUTH ELEVATION ( SIDE ) EAST ELEVATION ( REAR ) 1 /4 111 1 1-011 10. 5 . 21 1 /4 if 11-0 if 10. 5 . 21 oress AlbL T/\R T A 102 100000 permits drafting expediting 2 OF 3 PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 MAUL RESIDENCE 310 ORCHARD STREET NEW SUFFOLK NY tAAMMANE A?*C+1l .S MANUPACTVREU BY 5IM PSON STROI C-OWiII MICAEi NO.L 6,Lsw.7I0 M MW VAUn;r AT EVERY RA"ER TO RIDGE GONNEcTiON W IETt RAPTI"DO NOT AL tON IAJ MCIANIE Mck4oRS 1,6~1114"n"m BY RMIF"WN 57RONB-TtE c4moavrow.7 Ir4AP T wR5 MOM No.LSTA2 4 CM2 0" rm MAL.ET�tT'AT EVEW RAFI TO RIDE cOANEGTION Y 1 RAPTERS AUSN RfD�, 2X12 CONT. RIDGE. 1 RIDGE STRAPPING TO CODE ASPHALT/FIBERGLASS SHINGLES ROOFING FELT 1/2" CDX PLYWD SHEATHING 2X8@ 16" OC ROOF RAFTERS RILE � STRA 'INc� VET��" IL 2X6 @ 16" OC CEIL. JOISTS 12 R-28 INSUL. 6 11 ,-_r.. r.r rj..,_r ..r-.. � .. _: ..�:r.r :_�:r ?� �j:r ..<1.'_ .. I Z_ :?'Z AZEK (OR EQUAL) FASCIAS & SOFFIT ALUMINIUM GUTTER TO LEADER N�rHAAG�.. VENTED SOFFITS — jz H PLUMBING RISER DIAGRAM � wTM W!A MNM,N CM,THJ N lML6 TNS i10.•MI1H A VINYL SIDING INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS TYVEK HOUSE WRAP '-% ��• }—• � t �M,r,�. ,�..e,.�.�1, 1/2" PLYWD. SHEATHING :j �� oa ARMCrID CMVAIBR AT N!I[Y tTA 2X4 @ 16" OC STUD WALL ' OIwo ' R-15 INSULATION - � •»�� X 1/2" PAINTED GYP. BD. @ INTERIOR `f rI I T ROOF STRAPPING DETAIL 2X10 LEDGER BOLTED TO FRAMING BATH#2 r 2X8 @ 16" OC ROOF RAFTERS TECO TO LEDGER 1 ASPHALT/FIBERGLASS SHINGLES �� 1 >< >i 1/2" CDX PLYWD. SHEATHING r ROOFING FELT 00 " I j Z I I To 'z MG fI O IttON R T 00 Forr ALL AjtPKAFM TION FINISH FLOORING AS PER OWNER N ' j 3/4" PLYWD SUBFLOOR '' ( 2) 2X6 COLLAR TIES @ 48" OC 9-1/2" TJI 230 JOISTS @ 16" OC (2) 2X10 HEADER j BATH 11 KITCHEN Fznzvfl PROVIDE 5/8" GYP, BD. @ COMMON WALL T u TO MAINTAIN A ONE HOUR FIRE RATING na" j. BETWEEN RESIDENCE & GARAGE. f , O0 tj PROVIDE 5/8" GYP. BD. @ COMMON WALLS & CEILING TO MAINTAIN A ONE HOUR FIRE RATING SEPARATION ALL 5TRAPPIN5T0BE BETWEEN RESIDENCE AND GARAGE. rLG s7 SfIWILED IO SAZMANUFAGOE O I faILL PLAs� SPEGIPIGATItX{5 ArxT NT'5 Cori€ >•` TERMITE SAE r I8 5a.Smt*.F TES K4R1FAGT;#I A7soN YtALt # BY SMP50N STRCPubS-TIE GCk4E•GTORS r T GARAGE ILL a,E=, ,o µo�oU -' STRIW TO Myt MIN.is•MAMNES ON THE STUV Ho.C816 OR A E67VIYALENr. CODE ? I j VINYL SIDING INSTALLED AS PER MANUFACTURER'S ° =FORE°°'a`ME°'s ANDMRATE HA Ii 5ILAC PLATE A7POUNDATIGN. <�> r Y '5014 ESEA FLATS MATOfI Mf- z: UNHEATED rn INSTRUCTIONS ro °° serri°srs�M HY 5 S'17ZC7N0-TtE GG70145 MUL'�El No. ?Z L a TYVEK HOUSE WRAP ra A av >saur.+�FT 0Q GAL%-xI2 NOOKS;,ANGFdCprt BOLT 1/2" PLYWD. SHEATHING -.a'o•oc. rV f'Mitt EiMB�INTO CONCRETE j 2X4 @ 16" OC STUD WALL .wl,,�tN6_Is.oiArrte�a,r ,PLATE SM'�°' °�T^" aUNI7ATION STRAF FINC DETAIL TOP�TOP RATE�NAIL J, �`Z � ! MGrJP AV!'1If19 FINISH FLOORING AS PER OWNER f LR@T"E 0IFFEREW.4 3/4" PLYWD SUBFLOOR j,r j. j PLATE DaL�L.E TOP jZ" jj..r 2jr:1}j`r } < 9-1/2" TJI 230 JOISTS @ 16" OC ` r::r,.?-, . j. .4 i :j �t_<S-r z? ,_.,. ,j,:-;,,:• �Z..�.:.. .. ...�?..r?..fzrjS�.rrrj R 36 INSULATION it (2) 2X10 HEADER 4 ` 2X6 ACQ SILL PLATE BOLTED TO 5I8"dPx(2"' STEEL ANGlOR FOUNDATION AS PER CODE env JACK 5OLTS AT 5'-0* OL. WALK wu4Cfi°bs"' MIN EM5E=*ANT CIIII PRAPW 0MVINS PpR NEW— .. " • "wow m EXTER.IOR DoOrt 8"x8'-0" POURED CONC. FOUNDATION WALL O S 'LA :.- � I z ON 16"x8" POUR. CONC. FTG. �y,� ~ 4" POUR. CONC. SLAB O F < EO 00 SC _ _.... _-.. ._.... _..-.. ._ O PTti_ - I i TNM i tm.L 'rr COMIECT'ION is ' i l Na UI"f-IhT t GTORS 11 I AT EACH END OF THE HE^17 t ANZ AT III AREA (( f MTTOM OP$eADM anjos IN ADDITION TO 02*91 GFLS AT KALL ENDS AND AT TOP AN12 0I OP cRPRCS. , ll V OA 77o0 V Ba STRAP TIES MAIWACMPIMP BY 511 PS STROH6-TIE CONiww" USE SIII Z-MAX oR NDB comme TORS ANCHOR }(/\ DETAIL STIIAL W.0516 OR.IV EFY®EOUNALE ST To F QY.PU M GORR05IN 4 RE5I57ANCE t \r/ V BOLT iwr STRAP TO HAVE MIN 12•EEARINB ON THE 5TIA7 POR ALL HARDMIARE IN cONEGTY7N AK7 MAP tlld)CR SILL RATE.AT POWDATGN. W ACGF LU!•®ER 4." A UPLIFT CONNECTOR DETAIL NAILING/FASTENER SCHEDULE - P,ocE SrhA.f'. 51'e1PSOr1 LS7"A30 SHALL BE !P":TALLER TO CON'•'E 7 EACH PAIR C riG RAFTI-R,S SECTION \\ PER 3 25 OF 'vVFtiFC'•,M 20J1 \\~� \ j 8D rrMlArIN n a. .,(. Z' q. C,.. [[EP!!."1=r`R ZO'J,c 81)rnr.i",`:';b� �n 1"' OC i� PAXEI- PiElP '\ 8D ,Cr�V)J @ GA'eLE ENTNWALL. PAS:_ ER TC TA&�_E 3.8 WFCM - ,_,.. c•\ ar _�{J./'�/./�. PPIOVID'' ('i 3:,8' T'19, u-:1-TS . SECTION / ! 1 Ei H EIJD OF COLLAF2 71ES "YF. SIMPSON 1.17_7. HURRICA!JP TIES 1/2 r;L`r PLY\40. :biiE4iHI"I; �i 6D rr:V.,*N 3" ECGE 11 1 11 CC',rJECTI;1i a RAFTER`, TO - 6) 0:".':r,:;;h ;rn O^ F:E!.0 3 / 8 = 0 10 . 2 5 . 2 FLAI ES (1 EACH RAFTER U', rt Y`i rJ�i[:)t :�:lriF'��'IJ L •�i 4 �IH E01JIVA1 ENT TO TIE RIM 30'J D :C D 'U9LE PLATE 7(P. SI!,1FP0:V Hti CF+ h-. EC)UIMLANI TC) I F WA_L S'UD-- or BOTH ..:'ORS To P:_ATE ? cars) ` 1e C'r�r,:%IRE S'rvlt�'--'IJ Hi` 'i' I /^•+ /�� Di1:Vs.L:irIT _;• "C E Ov,.U. STUD {i1w.w/_i4 iV�7.�OC !"p. O A ^ ~:_I PL.AT't G P.:;IJ!?.,:.iST 1r,• —___.. / \ I J PL:vVD. FLGOR °•tiEATHING 8[.Cf)rJP•.F:;4 Cv 6" qC FOGS 3 O F 3 STAK 817, CCIv1M.10N ru, 12. OC FIELD Lr TA 1E UPLiF"I' '`RAP ermlts draftingex edII In PROVIDE<•PPRrJPF1ATE Pk-TA_ COXl4FC'I,^.•N WALL.TO FOIIwDA.TON PLATE WAZHER riUT & t,C-P:)R yy/ 4-8d Cl:r1LAG'. NAILS ({u EACH DF). _ POET TO TIE :TILL PLAT_ TC, PO BOX 49 . SOUTHOLD NY 11971 OF1 . ^ C: Mill. JOAN CHAMBERS I"." D=FF° 631-294-4241 I - ---- ............ .._..--...- — -._.... ------............._...._._ -- r I� • i P � -- S'.� a ,!omrns F Y' �1 i JUN 1 1 2026 SUIld .row n9 Department Town o f SQuuk L, P1041noS jo uhtol ;uaUu}jedap 6Uipiln9 9ZOZ t Nnr Li L J U N 1 1 U 2026 U Building Department Town of