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HomeMy WebLinkAbout49727-Z tpF SUUlyo�c Town of Southold * P.O. Box 1179 0 53095 Main Rd 4 Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46386 Date: 08/08/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 130 Village Ln Orient, NY 11957 Sec/Block/Lot: 18.-5-6 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 09/17/2021 Pursuant to which Building Permit No. 49727 and dated: 09/20/2023 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: Additions and alterations including a finished basement with bath and a reconstructed front covered porch to existing single family dwelling as applied for per ZBA #7494 dated 6/17/2021. The certificate is issued to: Claudia Jane Ramone Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49727 5/8/2025 PLUMBERS CERTIFICATION: J.Zee's P & H Inc 7/2/2025 Z%./ Q� t - — uth a Si ture S�FQI�,c TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 1 ' Permit#: 49727 Date: 9/20/2023 Permission is hereby granted to: Ramone, Claudia Jane 1500 Mt. Beulah Ave Southold, NY 11971 To: Construct additions and alterations to existing single family dwelling as applied for and per ZBA#7494 & HPC approvals. Replaces BP#47022 At premises located at: 130 Village Ln, Orient SCTM #473889 Sec/Block/Lot# 18.-5-6 Pursuant to application dated ' 9/17/2021 and approved by the Building Inspector. To expire on 3/21/2025. Fees: PERMIT RENEWAL $266.40 Total: $266.40 Buil ing Inspector �O�guFFDt./trco• TOWN OF SOUTHOLD ay BUILDING DEPARTMENT a 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#: 47022 Date: 10/25/2021 Permission is hereby granted to: Ramone, Claudia Jane 1500 Mt. Beulah Ave Southold, NY 11971 To: Construct additions and alterations to existing single family dwelling as applied for and per ZBA#7494, & HPC approvals. At premises located at: 130 Village Ln., Orient SCTM #473889 Sec/Block/Lot# 18--5-6 Pursuant to application dated 9/17/2021 and approved by the Building Inspector. To expire on 4/26/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $482.80 CO-ADDITION TO DWELLING $50.00 Total: $532.80 Building Inspector �g�FEnc;r, TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE '�y • 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#: 44680 Date: 2/11/2020 Permission is hereby granted to: Ramone, Claudia Jane 1500 Mt.,Beulah Ave (1 Southold, NY 11971 To: as built" electric service,and panel ti At premises located at: 130 Village Ln,_Orient - SCTM #473889 Sec/Block/Lot# 18.-5-6 Pursuant to application dated 2/11/2020 and approved by the Building Inspector. To expire on 8/12/2021. Fees: ELECTRIC $170.00 Total: $170.00 Buildin pector oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Claudia Jane Ramone Address: 130 Village Ln City:Orient St: Ny Zip: 11957 Building Permit#: 49727 Section: 18 Block: 5 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Grattan Electric License No: 43643ME SITE DETAILS Office Use Only Indoor (✓' Basement 1✓' Service Fv-- Solar r Outdoor R, 1st Floor 11 Pool r7 Spa r Renovation r 2nd Floor r Hot Tub r Generator r Survey r Attic W Garage rl Battery Storage r INVENTORY Service 1 ph W-I Heat Duplec Recpt 42 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt 10 Wall Fixtures 2 Smoke Detectors 2 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 46 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights 28' Dryer Recpt Gas Emergency Strobe Heat Detectors Disconnect Switches 33 4'LED Exit Fixtures Other Equipment: Fridge, Mini Fridge, Oven, DW, Hood, Micro, Gas F.P., ERV, W/D, (2) Minisplits- (1)Ducted & (1)Blowerhead, 200A Panel 40 Circuit/40 Used Notes: One Story w/ Finished Basement Inspector Signature: X r Date: May 8, 2025 Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 130VillageLnHouseElectric Town Hall Annex a�� G� Telephone(631)765-1802 54375 Main Road ® t tM P.O.Box 1179 2att Southold,NY 11971-0959 - t 7. 6 JUL - 9 2025 BUILDING DEPARTMENT TOWN OF SOUTHOLD Building®��artan�nt Town of aouthole CERTIFICATION j Date: Building Permit No. 1 17, Owner:, m v, Qi.A /?—,4 WaQ ea L (Please print) J Plumber: - 2.e G W (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. _ (PI bers Signature) Sworn to before me this day of y 20Z� Notary Public, avZ County JOHN A.MAKI Notary Public-State of New York No.01 MA6164838 Qualified in Suffolk County My Commission Exp.04/30/202.7 ho��OF SOUIyO� JH (aE V 1-3 `) V / L L' _4 TOWN OF SOUTHOLD'BUILDING DEPT. �ycnurm ' 765-1802 : INSPECTION . [ . ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] 'FINAL J[ f FIREPLACE'&"CHIMNEY [ ]"-FIRE`SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ "] FIRERESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) "Rj [ ] CODE VIOLATION [ PRE C/O sggV lc p, REMARKS: toedr a Adlie lr� A-n in IA kain AlAce - DATE 2 0 'INSPECTOR q SOUIyO� TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN�'' 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 ,[ ] PREJ C/O ,[ I RENTAL_ RE ARKS: cl iiA� kD (,nAa-l-- �VVVRA, DATE INSPECTOR OE SOUTho� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ]7FUNDATIONlST [ ] 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: r " A &eU&4 INSPECTOR g SOGIy�� - # # TOWN OF SOUTHOLD BUILDING DEPT. cougov, 631-765-1802 4 1 NSPECTI ON [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ]AUNDATION 2ND [ ] INSULATION/CAULKING , _FRAMING / TRAPPING [ ] FINAL i [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] ;PRE C/O [ ] RENTAL REMARKS: 1 �dk� 10 �`✓1 V �Qmo��. ito �u }v c l L- DATE INSPECTOR OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ OUGH 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 r_ [ ] PRE C/O [ ] RENTAL REMARKS: t" 12 LQ aol I ��• a�C- DATE INSPECTOR pf SOUTyO� TOWN OF S:OUTHOLD-BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [1,4 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: btfvk' Sv l 4j-x . DATE —0?3—a INSPECTOR ho��0FsoUTyolo LI 1 -7 V ! I , Lit- - # TOWN OF SOUTHOLD BUILDING DEPT. "^ou ,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ .] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 1�7X ELECTRICAL.(ROUGH). [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Gylln -- � DATE `2- INSPECTOR ho��OF SOUTyo� , �� # TOWN OF SOUTHO.LD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [Ll'r 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 REMARKS: ksula, � on o/, ca,u ?1 0 L . AX � IJ5 o�w ov� aj I a K.ea s a� 65 �-o kM. UgJlAc* A,�k �Ovl/l 1 owQ, of oble -k5� &5 46 d- AAA- V�S a S wt I I bt n.e a iron- . DATE INSPECTOR Of SOUIyO� �,�'f q 7S V's t� # # TOWN OF UTHOLD BUILDING DE T. °`y�urmN 765-1802 4 INSPECTION ,. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [. ] FOUNDATION 2ND `{ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] 'FIRESAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE"VIOLATION [ ] PRE C/O REMARKS: 4�z zi, S�c cn�l ci K DATE SIP INSPECTOR ` ` OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. . coum,N 631-765-1802 q q��ANSP -ECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ KFI LATIOWCAULKING FRAMING /STRAPPING L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] PRE C/O [ ] RENTAL REMARKS: V% 6vft j 4-o rs ��1�' VS 1 -P/►'� S. GV-- 4YA, IDVV 91, W DATE y INSPECTOR Mejia, Evelin From: Fuentes, Kim Sent: Friday,August 8, 2025 12:11 PM To: Mejia, Evelin; Bunch, Connie Cc: Jarski,John Subject: HPC Ramone- 130 Village Lane - Issuance of a Certificate of Occupancy Hi Evelin, Connie, The HPC Members are satisfied with the improvements made to 130 Village Lane (per their C of A) . A Certificate of Occupancy can be issued. Thank you. Kim E.Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kim asoutholdtownny.gov Location:54375 Main Road Mail:P.O. Box 1179 Southold, ATY 11971 "ORTANT: All surveys/site plans and architecturallengineered plans submitted to this office shall be dated, signed and sealed. We will only accept revised surveys/site plans and engineered l architectural plans that indicate a revision date, and are signed and sealed by the design professional. From:Ahmad Sardar-Afkhami<ahmad@asardar.com> Sent: Friday,August 8,2025 12:04 PM To: marina deConciliis<marina@kdcarchitecture.com> Cc: Fuentes, Kim <kim.fuentes@town.southold.ny.us>; McGivney,Julie<juliem@southoldtownny.gov>;Allan Wexler <awexlerstudio@gmail.com>;Anne Surchin <surchin@mac.com>; Daryl Ketcham <barnow1100@gmail.com>; David 1 2 2 rVs a�ook. *Disclaimer* 110iod�ego� °� For Manual J, D & S Home Energy Solutions, Inc. The heating&cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If.it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, &air infiltration. Please do not exceed more than 15%of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure (ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 130 Village Ln,Orient,NY 11957 Test Date 7/2/2025 Building Permit#: EC E � V Po � � 'ante Pathway Performance V Test Completed by : Chistopher Silvia T Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street JUL 2 2 2025 ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Department ©wn ., Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume M Conditioned Basement Basement 999 8491 El Conditioned Crawl Space 15t 1022 8176 2]Sealed Attic nd 2 *The conditioned floor area of dwelling is calculated in 3`d accordance with ANSI Z765,except that conditioned floor Attic 3871 area includes areas where the ceiling height is.less than 5 Total Volume 20538 CFM @50 pa 454 Air changes/hr@5 pa 1.33 Code Compliance: Pass Duct Tightness: "Post.ConstructionTwA-T-66 &Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-2: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftz CFA� Code Compliance: System-3: Duct Location Floor Area Leakage CFM @ 25pa CFNV100 ft2 CFA� Code Compliance: All building envelope tightness has been verified and conducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827, as required by 2018 IECC as amended by the 2020 New York State Supplement, section R402.4.1.2. The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section R403.3.4. Signature: /` - -'--��-' Date: 7/2/2025 Christopher Silvia,Home Energy Solutions H&V4 E E N E RG y Load Short Form Job: 130 Village Lane s O L U T I O N 5 Date: 7/10/2025 Entire House JUL 2 By: Jonathan Vasquez Home Energy Solutions 2025 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web!h A2PW Gent Project • • For: 130 Village Lane, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db('F) 7 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 65 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 31 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ACC1-BASEMENT 897 6413 3108 400 400 ACC2-1 ST FLOOR 1028 21122 14259 1000 1000 Entire House 1925 27535 17367 1400 1400 Other equip loads 5836 830 Equip.@ 1.00 RSM 18197 Latent cooling 3511 TOTALS I 1925 I 33371 I 21708 I 1400 I 1400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 - wcightsofft' 2025-Jul-1015:23:59 � .r. ., .,...�., Right-Suite®Universal 2024 24.0.03 RSU20822 Page 1 ',0M Z:\130 Village Lane\130 Village Lane ManJS.rup Calc=MJ8 House Front faces: E IiQN-t i; E N c Ii.G Y Load Short Form Job: 130 Village Lane 5 0 L U T I O N S Date: 7/10/2025 AM-BASEMENT By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 130 Village Lane, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db(OF) 7 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(OF) 65 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Comfortstar Make Comfortstar Trade COMFORTSTAR-INVERTER Trade COMFORTSTAR-INVERTER Model CHF12CD(0) Cond CHF12CD(0) AHRI ref 207658927 Coil CHF12CD(I) AHRI ref 207658927 Efficiency 10.4 HSPF2 Efficiency 14.0 EER2,25.5 SEER2 Heating input Sensible cooling 8400 Btuh Heating output 12000 Btuh @47°F Latent cooling 3600 Btuh Temperature rise 27 OF Total cooling 12000 Btuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor 0.062 cfm/Btuh Air flow factor 0.129 cfm/BtLih Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.72 Capacitybalance point=-32 OF ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BAS. BATH 59 885 196 55 25 BASEMENT 839 5528 2912 345 375 ACC1-BASEMENT 897 6413 3108 400 400 Other equip loads 3509 1209 Equip. @ 1.00 RSM 4317' Latent cooling 1652 TOTALS I 897 I 9921 I 5969 I 400 I 400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ` . wrightsoft" 2025-Jul-1015:23:59 ^ti RightSuite®Universal 2024 24.0.03 RSU20822 Page 2 )Mk ZA130 Village Lanek130 Village Lane ManJS.rup Calc=MJ8 House Front faces: E H@NI E L- N E RG X Load Short Form Job: 130 Village Lane SOL U T 10 N 5 Date: 7/10/2025 ACC2-1ST FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 130 Village Lane,Orient, NY 11957 Design Information Htg Clg Infiltration Outside db(°F) 7 84 Method Simplified Inside db('F) 72 75 Construction quality Tight Design TD(°F) 65 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Comfort-Aire Make Comfort-Aire Trade COMFORT-AIRE-INVERTER Trade COMFORT-AIRE-INVERTER Model A-VCD30SA-1 Cond A-VCD30SA-1 AHRI ref 210568226 Coil B-VCD30SA-1 AHRI ref 210568226 Efficiency 8.9 HSPF2 Efficiency 10.0 EER2,16.2 SEER2 Heating input Sensible cooling 21000 Btuh Heating output 33000 Btuh @47°F Latent cooling 9000 Btuh Temperature rise 30 °F Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.070 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Capacitybalance point=9°F Backup: ELECTRIC STRIP Input=5 kW Output= 17061 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BATH 52 616 120 29 8 BEDROOM 1 150 4267 2575 202 181 BEDROOM 2 137 3175 1257 150 88 CL 28 437 56 21 4 HALL 57 396 56 19 4 LAUNDRY 17 53 643 3 45 LIVING/KITCHEN 587 12177 9551 577 670 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C -*- wright5oft, 2025-Jul-1015:23:59 ��+, ., �.,,.„....�.., Right-Suite®Universal 2024 24.0.03 RSU20822 Page 3 /4i ,�ZA130 Village Lane\130 Village Lane ManJS.rup Calc=MJ8 House Front faces: E ACC2-1ST FLOOR 1028 21122 114259 1000 1000 Other equip loads 2327 1577 Equip. @ 1.00 RSM 15835 Latent cooling 3566 TOTALS I 1028 I 23449 I 19402 I 1000 I 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2025-Jul-1015:23:69 ,.,,..,,. RightSuite®Universal 202424.0.03 RSU20822 Page i�Z:\130 Village Lane\130 Village Lane ManJS.rup Calc=MJ8 House Front faces: E 9.9QM L• ENERGY Job: 130 Village Lane Manual S Compliance Report Date: 7/10/2025 �`'�M� rµ�, y ACC1-BASEMENT By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 130 Village Lane, Orient, NY 11957 Cooling Equipment Design Conditions Outdoor design DB: 84.2'F Sensible gain: 4317 Btuh Entering coil DB: 77.8°F Outdoor design WB: 71.4°F Latent gain: 1652 Btuh Entering coil WB: 64.3°F Indoor design DB: 75.0°F Total gain: 5969 Btuh Indoor RH: 50% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Comfortstar Model: CHF12CD(0)+CHF12CD(I) Actual airflow: 400 cfm Sensible capacity: 8400 Btuh 195%of load Latent capacity: 3600 Btuh 218%of load Total capacity: 12000 Btuh 201%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 7.3°F Heat loss: 9921 Btuh Entering coil DB: 63.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Comfortstar Model: CHF12CD(0)+CHF12CD(I) Actual airflow: 400 cfm Output capacity: 12257 Btuh 124%of load Capacity balance: -32 'F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. wrightsoft- 2025-Jul-1015:23:59 ....•,....�...m�...,..., RightSuite@ Universal 2024 24.0.03 RSU20822 Page 1 +�ZA130 Village Lane\130 Village Lane Man.lS.rup Calc=MJ8 House Front faces: E B- @ M E ENERGY Manual S Compliance Report Job: 130 Village Lane Date: 7/10/2025 SOLUTIONS ACC2-I ST FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • • For: 130 Village Lane,Orient, NY 11957 Cooling Equipment Design Conditions Outdoor design DB: 84.2°F Sensible gain: 15835 Btuh Entering coil DB: 76.5°F Outdoor design WB: 71.4°F Latent gain: 3566 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 19402 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Comfort-Aire Model: A-VCD30SA-1+B-VCD30SA-1 Actual airflow: 1000 cfm Sensible capacity: 21000 Btuh 133%of load Latent capacity: 9000 Btuh 252%of load Total capacity: 30000 Btuh 155%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 7.3°F Heat loss: 23449 Btuh Entering coil DB: 69.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Comfort-Aire Model: A-VCD30SA-1+B-VCD30SA-1 Actual airflow: 1000 cfm Output capacity: 26776 Btuh 1141/o of load Capacity balance: 8.6 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: ELECTRIC STRIP Model: Actual airflow: 1000 cfm Output capacity: 5.0 kW 73%of load Temp. rise: 16 OF Meets all requirements of ACCA Manual S. wrightsoftn 2025-Jul-1015:23:59 k— ..y,.,.„,.de,,,�, Right-Suitel)Universal 202424.0.03 RSU20822 Page BUkZ:1130 Village Lane%130 Village Lane ManJS.rup Calc=MJ8 House Front faces: E HUNTER INSULATION 9/18124 To whom it may concern; The home at 130 Village In, Orient Point was insulated within the following manner. The exterior walls were insulated with 3" of closed cell spray foam (R22) The roof over living area was sprayed with 6.5" of closed cell spray foam (R49). The basement exterior walls and rim joist assembly were sprayed with 2" of closed cell spray foam (R14)the job was fire caulked and low expansion foam was installed at all doors and windows. Any questions please don't hesitate to reach out @ 631 740 0195. Sincerely, John Umina Project Manager Hunter Insulation S E P 1 2024 BUILDING DWr. TOWN OF SOUTHOLD 9 �0 HUNTER INSULATIowIng Department n of Southold 6/25/25 To whom it may concern, Please let this letter serve as a certification for 130 Village lane, Orient New York all exposed spray foam material was coated with No-Burn Plus intumescent coating per manufacturers specifications I have attached submittal sheet. Any questions please don't hesitate to reach out @ 631 740 0195. Sincerely, John ina Project Manager Hunter Insulation r A Plus N\4 -BURN Intumescent Coating in) E D o ray Polyurethane Foam Insulation&Drywall PRODUCT DESCRIPTION No-Burn Plus is an International Building,Internationa JUN 2 5 2025 Residential,and National Fire Protection Association Life - Safety 101 thin film intumescent coating. When exposed to Ejulledln 9 Dee —.- high temperatures and flame,Plus intumesces creating a T�dyn of Southold t char-barrier protecting treated substrates from fire. Manufactured in compliance with ISO 9001,as a certified -- -�. intumescent coating,Plus is applied to a variety of combustible substrates achieving the fire performance prescribed. I ABOUT US No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in new and existing residential and commercial construction. PACKAGING/STORAGE In the presence of extreme heat or fire,intumescent Pails: 5 gallons(19 L),55 lbs. coatings char and swell up to multiple times their original Drums: 55 gallon drum (208 L),605 lbs. thickness,which shields the substrate and significantly Shelf Life: 24 months in unopened sealed containers, reduces its rate of combustion. properly stored Designed with the professional in mind,our simple one- Storage: 40°F(40C)-90'F(32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling&Storage need with a water-based,low VOC emission formula, PLUS available in white and tinted coloring. Code Requirement Compliance PRODUCT SPECIFICATIONS Interior Finish FS 0-5 SD 0-35,Class A:ER-305 Color: White/Tinted Surface Burning Characteristics FRTw Alternative:TER 2010-01 Intumescent Color Wheel&Tinting Fire Resistance/ 2"x 10"Dimension Lumber White Fire Protection of Floors Equivalent:ER-305 Finish: Flat Thermal Barrier Assembly 15 minutes:ER-305 pH: 7-8 Ignition Barrier Assembly 5t Minutes:ER-305.TER 1905-03 Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials Safety: Plus Safety Data Sheet(SDS) Overcoat: Water-based with pH of 7-8 VOC Content: 18 g/L VOC Emissions: CDPH MCA Spec 01350) Compliant Code-compliant solutions. Life-saving protection. No-Burn,Inc. TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn,Inc. SALES INFORMATION AND ORDER PLACEMENT LIMITED WARRANTY No-Burn,Inc.warrants that the No-Burn®formula will be manufactured to the same specifications and quality,and will 1-800-989-8577 perform equally to the tests performed by the independent laboratories when properly applied.Warranty coverage is limited solely to the cost TECHNICAL INFORMATION of product purchased hereunder and specifically excludes incidental expenses and consequential damages.The applicator warrants that the 1-800-989-8577 product,in its original form from the manufacturer,will be stored,mixed and/or applied as directed in the guidelines published by No-Burn, www.noburn.com Inc.,to every reasonably accessible area that has been specified for protection.On occasion,No-Burn Plus may be applied to substrates that need protected from the environment in transit or on a jobsite.The No-Burn Warranty may be void if the No-Burn Plus coated substrates,while in transit or during construction,are not protected from prolonged exposure to adverse weather conditions as specified by manufacturer recommendations.All implied warranties,from No-Burn,Inc.or the applicator are excluded.There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY & PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at httl2s://www.nolourn.com/l?olicfes-procedures/­ C 2021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021.The information in this document may change without notice. ® Made In the USA SUBMITTAL SHEET N\O� Plus -BURN Intumescent Coating Wood,Spray Polyurethane Foam Insulation&Drywall Find us in 3. Approval of mockups does not constitute approval of J. Low-Emitting Materials:Interior paints and coatings to deviations from the Contract Documents contained in comply with the testing and product requirements of the MasterSpec mockups unless Architect specifically approves such for Testing Department lu Public Volatile Organic Method deviations in writing. for the Testing and Evaluation of Volatile Organic Chemical 4. Subject to compliance with requirements,approved Emissions from Indoor Sources Using Environmental mockups may become part of the completed Work if Chambers.' Powered by Deltek Specpoint® undisturbed at time of Substantial Completion. K. Material Emissions and Pollutant Control:Field-applied SECTION 099646-INTUMESCENT PAINTING 1.6 DELIVERY,STORAGE,AND HANDLING paints and coatings that are inside the weatherproofing PART 1-GENERAL system to comply with either of the following: A. Comply with Intumescent paint or coating manufacturer's 1. Low-Emitting Materials:VOC emissions to comply with 1.1 SUMMARY written Instructions for products and applications as the requirements of the California Department of Public A. Section Includes: indicated on product labels,product data sheets,and Health's"Standard Method for the Testing and 1. Intumescent paint for[interior][and][exterior]items application guidelines. Evaluation of Volatile Organic Chemical Emissions from and surfaces. 1.7 FIELD CONDITIONS Indoor Sources Using Environmental Chambers.' B. Related Requirements: A. Apply waterborne Intumescent paints only when Formaldehyde emissions to not exceed 9 mcg/cu.m or 1. Section 078123'Intumescent Fire Protection'for fire- temperatures of surfaces to be painted and ambient air 7 ppb,whichever is less. resistance-rated intumescent mastic materials. temperatures are between 40 and 90 deg F(4.4 and 32 2. VOC content to not exceed limits of authorities having 2. Section 099113'Exterior Painting'for primers and finish deg C). jurisdiction and the following: coats that may be used with intumescent paint B. Surface temperatures of substrates to not exceed 100 deg a. Flat Coatings:50 g/L. finishes. F(37.7 deg C). L Emissions Requirements:Field-applied paints and 3. Section 099123"Interior Painting'for primers and finish C. Ideal installation temperature is 65 deg F(18.3 deg C)and coatings that are Inside the weatherproofing system to coats that may be used with Intumescent paint less than 60 percent relative humidity. comply with either of the following: finishes. D. For continuous high-humidity conditions of 70 percent or 1. Low-Emitting Materials:VOC emissions to comply with 4. Section 099300'Staining and Transparent Finishing'for higher,provide exterior water-based latex top coat. the requirements of the California Department of Public primers,finish coats,and wood stains that may be E. Allow wet surfaces to dry thoroughly and to attain Health's'Standard Method for the Testing and used with intumescent paint finishes. temperature and conditions specified before starting or Evaluation of Volatile Organic Chemical Emissions from 5. Section 099633'High-Temperature-Resistant Coatings' continuing intumescent point application. Indoor Sources Using Environmental Chambers' for special coatings designed for use on steel subject 2. VOC content to not exceed limits of authorities having to extremely high temperatures. PART 2-PRODUCTS jurisdiction and the following: 21 MANUFACTURERS a. Flat Coatings:50 1.2 PREINSTALLATION MEETINGS 9� g/L M.VOC Content:For field applications inside the building,A. Preinstallation Conference:Conduct conference at[Project A. Basis-of-Design Product Subject to compliance with PP 9,wall requirements,provide No-Burn,Inc.;Plus intumescent paints to comply with VOC content limits of authorities site]<Insert location. paint. having jurisdiction and the following VOC content limits: 1.3 ACTION SUBMITTALS B. Performance Criteria: 1. Interior Flat Latex Wall Paint:50 g/L A. Product Data:For each type of product 1. Finish:Flat. N. VOC Emissions:For field applications inside the building, 1. Fire characteristics. 2. Color:White. propagation wall paints to contain no more than half of the chronic REL 2. Indicate VOC content. 3. Low-VOC Content 18 g/L or less of water in accordance of VOCs when tested in accordance with the California B. Sustainable Design Submittals: with EPA Method 24. Department of Public Health's'Standard Method for the 1. Product Data:For paints and coatings,Indicating VOC 4. Solids by Volume:60-70 percent Testing and Evaluation of Volatile Organic Chemical content 2.21NTUMESCENT PAINT PRODUCTS,GENERAL Emissions from Indoor Sources Using Environmental 2. Evaluation Reports or Certificates:For paints and A. Comply with requirements for fire-protective intumescent Chambers.'The building concentration of formaldehyde to coatings,Indicating compliance with requirements for coating classification and surface-burning characteristics not exceed half of the indoor recommended exposure limit low-emitting materials. indicated. or 33 mcg/cu.m and that of acetaldehyde to not exceed 9 C. Samples:For each type of product. B. Surface-Burning Characteristics-10-Minute Tunnel Test: me g/cu.m. D. Samples for Initial Selection:For each type of product. As tested in accordance with ASTM E84;testing by a O. Colors and Sheen:White,flat[As selected by Architect E. Samples for Verification:For each type of coating system qualified testing agency.Identify products with from manufacturer's full range][As indicated in a color and each color and gloss of intumescent paint finish appropriate markings of applicable testing agency. schedule]. indicated. 1. Flame-Spread Index:25 or less. 1. Submit Samples on[rigid backing][actual substrate], 2.3 MISCELLANEOUS MATERIALS 2. Smoke-Developed Index.450 or less. A. Topcoat:6-to 8-mil-(0.15-to 0.20-mm)thick,[water- notless than 8 inches(200 mm)square. C. Surface-Burning Characteristics for Wood-30-Minute 2. Apply coats on Samples in steps to show each coat based latex-based paint][exterior topcoat] Tunnel Test:As tested in accordance with ASTM E recommended in writing by intumescent paint required for system. ASTM E2768;testing by a qualified testing agency..Identify 3. Label each coat of each Sample. manufacturer as compatible with substrate materials. products with appropriate markings of applicable testing 1. Basis-of-Design Exterior Topcoat'.Subject to 4. Label each Sample for location and application area. agency. g P f compliance with requirements,provide Behr Premium F. Product Finish Schedule:use same designations Indicated 1. Flame Front Maximum Reach:10 ft.(3.048 m). Plus Exterior Paint or comparable product. on Drawings and in Part 3 intumescent painting schedules 2. Evidence of Continued Combustion:None,when test to cross-reference paint systems specified in this Section. 2. Decorative Topcoat:Water-based latex-based paint continued for 30 minutes. for interior conditioned spaces recommended in Include color designations. 3. Classification:Fire Retardant Treated Wood(FRTw) writing by intumescent paint manufacturer as 1.4 INFORMATIONAL SUBMITTALS equivalent and complies with definition of an ignition- compatible with substrate materials. A. Evaluation Reports or Listings:For each Intumescent paint resistant material. P 9 P 3. Protective Topcoat,Interior or Exterior.VOC-compliant and coating,Indicating compliance with fire-propagation D. Fire Resistance:Complies with ASTM E119[as an equivalent topcoat,for interior or exterior unconditioned spaces requirements. to 2-by-10-Inch(600-by-3000 mm)dimension lumber]; subject to constant high humidity,condensation,or testing by a qualified testing agency.Identify products direct contact with moisture. 1.5 MOCKUPS with appropriate markings of applicable approval agency. A. Mockups:Apply mockups of each paint system indicated E. Thermal Barrier Coating:Complies with NFPA 286,FM 4880, PART 3-EXECUTION to verity preliminary selections made under Sample UL 1040,or UL 1715.Identify products with appropriate 3.1 EXAMINATION submittals,to demonstrate aesthetic effects,and to set markings of applicable approval agency. A. Examine substrates and conditions,for compliance with quality standards for materials and execution. F. Ignition Barrier Coating:Complies with]CC-ES AC377, manufacturer's requirements for surface treatments, 1. Architect will select one surface to represent surfaces Appendix X.Identify products with appropriate markings of shop-primed surfaces,maximum moisture content,and and conditions for application of each paint or coating applicable approval agency. other conditions affecting performance of the Work. system. G. Material Compatibility a. Wall and CeilingSurfaces:Provide samples of at 3.2'PREPARATION P 1. For each material or application,provide products least 100 sq.ft(9 sq.m). recommended in writing by intumescent paint A. Comply with manufacturers written instructions b. Other Items:Architect will designate items or areas manufacturer for use on substrate indicated. applicable to substrates and coating systems indicated. required. B. Remove hardware and hardware accessories,plates, 9 H. VOC Content:For field applications[that are inside the machined surfaces,light fixtures,and similar items already 2 Final approval of color selections will be based on weatherproofing system],paints and coatings to comply mockups. installed that are not to be coated.If removal is P with VOC content limits of authorities having jurisdiction impractical or impossible because of size or weight of a. If preliminary color selections are not approved, and the following VOC content limits: apply additional mockups of additional colors 1. Flat Paints and Coatings:50 g/L item,provide surface-applied protection before surface selected by Architect at no added cost to Owner. preparation and coating. ® Made In the USA SUBMITTAL SHEET A Plus Nf —BURN Intumescent Coating Wood,Spray Polyurethane Foom Insulation&Drywall 1. After completing coating application,use workers E. Spray Polyurethane Foam,Closed-Cell Spray Polyurethane skilled in the trades involved to reinstall items that were Foam: removed.Remove surface-applied protection if any. 1. Ignition Barrier Assembly,Interior Finish: C. Clean substrates of substances that could impair bond of a. Intumescent Paint:As recommended in writing by coatings,including dust,dirt,oil,grease,and incompatible manufacturer. paints and encapsulants.Do not coat surfaces if surface 1) No-Burn,Inc.:No-Burn Plus. moisture content or alkalinity exceeds that permitted in F. Spray Polyurethane Foam,Open-Cell Spray Polyurethane manufacturers written instructions. Foam: 1. Remove incompatible primers,and reprime substrate 1. .Ignition Barrier Assembly,Interior Finish: with compatible primers as required to produce a. Intumescent Paint As recommended in writing by coating systems Indicated. manufacturer. 2 Perform cleaning and coating application so dust and 1) No-Burn,Inc.:No-Burn Plus. other contaminants from cleaning process do not fall END OF SECTION 099646 on wet,newly coated surfaces. 3.3 INSTALLATION A. Apply intumescent paints in accordance with manufacturers written instructions and to comply with requirements for evaluations,listings,and labels. 1. Use equipment and techniques best suited for substrate and type of material being applied. B. Apply coatings to prepared surfaces as soon as practical after preparation. C. Apply coatings to produce surface films without holidays, laps,sags,or other surface imperfections.Produce sharp lines. 3.4 CLEANING AND PROTECTION A. Protect work of other trades from coating application. Correct damage to work of other trades by cleaning, repairing,replacing,and refinishing,as approved by Architect,and leave in an undamaged condition. B. At completion of construction activities of other trades, touch up and restore damaged or defaced coated surfaces. 3.5 EXTERIOR INTUMESCENT PAINTING SCHEDULE A. Wood Substrates,Solid Sawn Lumber and Sheathing: 1. Surface-Burning Characteristics: a. Intumescent Paint:As recommended in writing by manufacturer. 1) No-Burn,Inc.:No-Burn Plus. b. Topcoat(optional):Exterior,select sheen. 1) Behr Behr Premium Plus Exterior Paint. B. Wood Substrates,Engineered Wood Lumber and Sheathing: 1. Surface-Burning Characteristics: a. Intumescent Paint:As recommended in writing by manufacturer. 1) No-Burn,Inc.:No-Burn Plus. b. Topcoat(optional):Exterior,select sheen. 1) Behr.Behr Premium Plus Exterior Paint. 3.6 INTERIOR INTUMESCENT PAINTING SCHEDULE A. Wood Substrates,Solid Sawn Lumber and Sheathing: 1. Surface-Burning Characteristics: a. Intumescent Paint:As recommended In writing by manufacturer. 1) No-Burn,Inc:No-Burn Plus. B. Wood Substrates,Engineered Wood Lumber and Sheathing: 1. Surface-Burning Characteristics: a. Intumescent Paint:As recommended In writing by manufacturer. 1) No-Burn,Inc:No-Burn Plus. C. Wood Substrates,I-Joist 1. Fire Resistance Assembly:As an equivalent to 2-by-10- inch(600-by-3000 mm)dimension lumber. a. Intumescent Paint:As recommended in writing by manufacturer. 1) No-Burn,Inc.:No-Burn Plus. D. Structural Insulated Panels: 1. Thermal Barrier Assembly,Interior Finish: a. Intumescent Paint:As recommended in writing by manufacturer. 1) No-Burn,Inc.:No-Burn Plus. Made In the USA SUBMITTAL SHEET ivadrant MAX 0 Performance Materials 96 p24 S EnviroSeal®CC Platinum Max is a two-component, medi -.Act TECH DATA SHEET density, closed-cell spray polyurethane (ccSPF)foam insulation system. EnviroSeal CC Platinum Max has excellent thermal properties, industry leading moisture performance, vf!liwovals and Certifications enhanced environmental benefits, and exceptional yield • IAPMO UES#942 making it ideal for residential and commercial applications. • Meets requirements for ASTM C1029 as a Type II material EnviroSeal CC Platinum Max uses an HFO blowing agent, has a Global Warming Potential of one (1), and an Ozone Depletion Potential of zero(0). EnviroSeal CC Platinum Max is also available in a winter blend. ; GREENGUARD Application Information EnviroSeal CC Platinum Max should be processed through commercially available spray equipment designed for that purpose by an approved applicator.Apply at a suggested Recommended Applications maximum of 4"per pass,with the temperature of initial pass When properly installed by an approved applicator, EnviroSeal recorded to ensure that the core temperature is below expands quickly to fill gaps, cracks, and voids providing 100'F. Repeat this process for each additional pass to enhanced air sealing, reduced moisture infiltration, and can add ensure proper heat dissipation. If spraying on heat sensitive structural enhancements. EnviroSeal may be used in residential, materials(PEX pipe, low voltage wiring), spray a maximum commercial, industrial, agricultural, and institutional applications. of 1"of foam and allow to fully cool before additional full thickness passes are added. Vapor Retarder EnviroSeal CC Platinum Max,when installed at a minimum Foam must be protected from UV exposure within 90 days thickness of 1", qualifies as a Class II Vapor Retarder.Always of application. Apply EnviroSeal CC Platinum Max insulation check with your local building official or the appropriate edition only when surfaces and ambient temperatures are within . of the IRC or IBC for specific requirements and climate zone manufacturers' prescribed limits.Ambient humidity should tables. be below 70% and substrate temperatures should be more than 50F above dew point to avoid condensation risks. Physical Properties Fire Test Data Property Test Results Attrib Test Results R-Value ASTM C-518 7.4 @ 1" Flame Spread ASTM E84 <25 Density(nominal) ASTM D1622 2.0 Ib/ft' Smoke Development ASTM E84 <450 Water Vapor Transmission ASTM E96 0.86 perm @1" Surface Burning ASTM E84 Class 1 (A) Dimensional Stability ASTM D2126 < 1% Ignition Barrier NFPA 286 Pass Tensile Strength ASTM D1623 62 psi Uncoated Appendix X Compressive Strength ASTM D1621 26 psi Spray Applied Thermal ASTM'C-1029 Meets or Exceeds Air Permeance @ 75 Pa ASTM E2178 <0.002 Us-m2 Insulation Type II Water Absorption (io volume) ASTM D2842 <1% by volume Air Barrier Assemblies ASTM E2357 Compliant Thermal Resistance Closed Cell Content ASTM D2856 >97% Thickness (inch) R-Value ('F_ft2-h/Btu)` Maximum Service Temp. ASTM C411 180OF 1.0 7.4 Fungi Resistance ASTM C1338 Pass, no growth 2.0 15 Re-Entry-Worker ASTM D8445 1-Hour @10ACH 3.5 26 Re-Occupancy 2-Hours @10ACH 5.5 41 Thermal Barriers Ignition Barrier' DC315 as manufactured by Application Rate: EnviroSeal CC Platinum Max meets the requirements of AC377 International Fireproof Technology 14 Wet Mils-9 Dry Mils and Appendix X for use in attics and crawlspaces without the No-Burn Plus ThB 14 Wet Mils-9 Dry Mils use of a prescriptive ignition barrier or intumescent coating. Flame Control 60/60A 14 Wet Mils-9 Dry Mils Ignition Barrier Adhesion EnviroSeal°CC Platinum Max may be used in attics and EnviroSeal CC Platinum Max will adhere to most construction crawlspaces without a prescriptive ignition barrier or materials. Substrates must be free of grease, oil, dirt, and surface intumescent coating under the following conditions Entry is. moisture. Moisture content of porous materials must be below only to`service utllitie`s Iri'the attic of cravvlspace,and no 19% before application of foam. storages e is perrnitted;:atti" and/or_,r_awlspa_ ces canno'be interconnected: _ Manufacturer can be contacted for material compatibility, surface Other requirements:'IBC 1203.2;1203.3; IRC R408.1;R806; iMC 701;702 preparation techniques, and adhesion on commonly Processing Parameters encountered construction materials. It is up to the builder or designer to determine the suitability of the material for any Pressures(dynamic): 1,and B 110-10opsi project. The installer must verify the compatibility of the product Preheat Temperature: A and B, 110-130°F at the time of application due to the variability of weather Hose Temperature: 100-1350F conditions, material suppliers, and site conditions which may Drum Temperature in Use: 70-80°F impact the overall performance of the product. Surface Temperature: Standard Grade: 50-125°F Winter Grade: 10-75°F Health and Safety Handling The mix ratio of resin to ISO is 1:1 by volume. EnviroSeal , When spraying or handling EnviroSeal ISO and resin the ;products should be processed through commercially following protective steps and equipment are recommended: available equipment designed for spray polyurethane foam. The recommended spray gun is the Graco Fusion AP/CS Protective Equipment gun equipped with an AR 4242/AR 4747 chamber.The use • Fabric coverall (non-porous) of larger gun chambers may result in reduced yield and' • Nitrite gloves decreased physical properties. • Protective eyewear • Supplied full face fresh air respirator(while spraying) Recommended Maximum Pass Thicknesses 0 Use personal protective equipment(see SDS) AmbientPasses* 10°F-85°F 4" 3.5" + 3.5" Exposure • Avoid all contact with skin >85°F 4" 3.5" + 3.5" Avoid all contact with eyes *On dual passes when the ambient temperature is>85F,allow the first pass to cool to 10OF before applying the second pass. • Do not ingest .Liquid Component Characteristics Do not inhale vapors Mix Ratio by Vol: 1:1 of A:B In case of exposure, please refer to the SDS for first-aid i Component A: 150-250 cps @ 77°F(Viscosity) measures. 1.24kg/L sg @ 77°F(Specific Gravity) Spills `Component B: 600 cps @77°F(Viscosity) In case of spills, contain and collect spillage with a non- 1.18 kg/L sg @ 77°F(Specific Gravity) combustible absorbent material, such as: sand, earth, clay-based oil absorbent(kitty-litter), etc. Storage Recommendation Technical Assistance All EnviroSeal products are factory sealed and should remain For additional assistance please contact the Technical Services sealed until they are ready to be used. Keep drums closed Department of Quadrant Performance Materials at 972-542-0072 during storage and out of a humid environment. Keep drums out of direct sunlight.To ensure proper longevity Disclaimer of the products,drums should be stored indoors within the Technical information as shown in this document is intended to temperature ranges referenced below. Please see chart below be used as general guidelines only. Please refer to the Safety for shelf life and proper storage temperatures of EnviroSeal Data Sheet and product label prior to using this product. CC Platinum Max: LIMITED WARRANTY INFORMATION:The information herein is to assist customers in determining whether our products are suitable for their applications.Our products are only intended for sale to Shelf Life EnviroSeal CC Platinum Max EnviroSealiso i commercial customers.Customer assumes full responsibility for quality control,testing,and Part B Resin-6 months Part A-12 months ] determination of suitability of products for its intended application or use.We warrant that our products will meet our specifications contained herein.We make no other warranty of any kind, Storage - • Rec 50-80°F 50-80T either express or implied,by fact or law,including any warranty of merchantability or fitness for a - ---- - particular purpose.Our total liability and customers'exclusive remedy for all proven claims is replacement of nonconforming product and in no event shall we be liable for any other damages. Precautions Lie many construction materials, spray polyurethane foam is a combustible product. Therefore, installers and occupants Q 200 Industrial Blvd. are to take precautions and safety measures to ensure the McKinney,Texas 75069 foam does not come into close(within 3") contact of any u a d ra n t 972-542-0072 devices that have a surface temperature exceeding 180°F. Once application is completed,foam shall be protected with Performance Materials O www.QuadrantPM.com a thermal barrier in accordance with the local building code -09 requirements for a suitable thermal barrier(e.g. drywall). 2024 Y \ Jl _ �t •r � ...� yam _'S� ���s i#� w.,�. I' [+fe► J U L 2 3 2025 Building Department Town of Southold IL i Fti•, , .� ? ��\ . ��/� . yd � rma . �\< � . »�;d� . :�xy- « =�§ . .���/�\: d���\\ < �\\\ \ \ . . . ,ay>. . ? a a . ¥gam y y� . § . \�:� » � . � .���<� . .���w� � � »"2 2� �� . «����\ . . © �2 . ��\% . . . z � � . �:��\< f� FREDERICK 41 EAST MAPLE ROAD. GREENLAWN, NY 11140 52 NOYACK PATH. WATER MILL. NY 119'16 WEBER lweberarchitectsgahoo.com 631 154-5555 ARCHITECT OCT 19 2021 D ,_t:�j October 15,2021 BUILDING DEPT. TOWN OF SOUTHOLD Ramone Renovation/Addition 130 Village Lane Orient,New York 11957 Building Department: Attention:Nancy Dwyer It is the intention that the Ramone Residence will comply with the"Prescriptive"method for the building thermal envelope as outlined in the 2020 Energy Conservation Code.All aspects of the envelope conform to the required R values with the exception of the "ceiling with attic above". The insulation in this space will be increased to R49 to satisfy this requirement as shown in the attached revised drawing A4. I will drop off(4)hard . copies of this drawing to the Building Department next week. Thank you. Jed t, erick Weber,Architect MMENT 1 1 e �q �� e f FOUNDATION(ISTROUGH ►� �. :,�, FRAMING.-------------- . . ....... FOUNDATION(2ND) pip ISM PLUMBIN G. 15M'144ML ME ME INSULATION / ST ATE ENERGY CODE ® •i/i nil _11 1 ° e e _ \ v r 0. 3 Eac,t TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11.971-0959 6` �► Telephone (631)765-1802 Fax(631)765-9502 httl2s://www.southoldtownLiy.aov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only V76 PERMIT NO. Building Inspector: SEP 17 2021 NUNN* rms must be.,fillecl out in their entirety be acceptef Where the AppCieantis rorr form{page 2)shall be completed '� ��• x�i•1C+� 1 Date:SEPTEMBERI6, 2021 t?WtVER{Sj.OF PROAtRTY Name:CLAUDIA KING RAMONE SCTM#1000-018.00-05.00-006.000 Project Address:130 VILLAGE LANE ORIENT Phone#:347-628-1028 Email:CLAUDIA.RAMONE@ GMAIL.COM Mailing Address:1500 MOUNT BEULAH AVENUE SOUTHOLD, NY 11971 CQNTACT pEt±rSCi{U Name:MARTIN D. FINNEGAN, ESQ. Mail ing Address:P OST OF F I C E BOX 9398,x33 W. 2ND STREET,RIVERHEAD,NY 11901 Phone#:631-727-2180 X265 Email:MFINNEGAN@ SUFFOLKLAW.COM DESIGN PR1.FESSfONAL INFORMAT1ON s Name:FREDERICK R. WEBER Mailing Address:41 EASTMAPLE ROAD GREENLAWN NY 11740 Phone#:631-754-5555 Email:FWEBERARCHITECT@ YAHOO.COM NTRACTOEt INFORMATIQIU F o Name:TBD Mailing Address: Phone M Email: DESCRIPTION OF 0?RQP05ED CONSTRUCTIClN El New Structure RAddition RAlteration ❑Repair❑Demolition s Estimated Cost of �Project: ❑Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 1 '1 r PRC?PERTONFORMATION Existing use of property:RESIDENTIAL Intended use of property:RESIDENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to, R-40 � this property? ❑Yes BNo IF YES, PROVIDE A COPY. ❑CheClt BoX`'After Reading: The owner/contractor/deslgn professional!s responsible for a!I drainage antl storm water issues as provided by' ; ,s" Chapter.236 of the Town aCode A0PUCATt011t!S`HEREBY MADi.to the 6uliding DepaRment for the ssuance of a 6uUding Perm'it;pursuant tothe Building 2ohg Ordina»ce of the Town of 5outhotd,Suffolk,county,New Xork and otherbapplitabie Lainr,Qrd ances o rRegul theatrvns,:for construction of buiidmgs, atfdrtions,alterat ns or ,far,removal'or,demoiitinn as here n descnged one ap�pticatit° Fee tia compiY with ail a plrcapfe fawn ardl»arices;building code, housing code,am!"regulations and to admit"authaozed ins actors on,"premises and,buiiduig{s)far necessary 3nspeitions l alse,staterrie»ts mane herein are P punishable as a Class A misdemeanor pursuant to Section.210 45 of the New York State Penal taw m Application Submitted By(print name):ILIA-RTIN D. FINNEGAN, ESQ. BAuthorized Agent Downer Signature of Applicant: Date: 09/16/2021 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) MARTIN D. FINNEGAN, ESQ. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe AUTHORIZEDAGENT (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 ' 16 day of SEPTEMBER 2021 NoLNOTARY ISCHWEITZER ANNAUSE PUBLIC-STATE OF NEW YOR NO.OISC6409457 PROPERTY OWNER AUTHORIZATION NT �EXPIRE SEP2 ,2 (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 TOM`-IN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 ' Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20� Single&Separate Truss Identification Form Storm-Water Assessment Form ntact: Approved ,2 \�0 Mail to:Martin D.Finnegan,Esq. Twomey,Latham,Shea,Kelley,Dubin&Quartararo Disapproved a/c QZO P.O.Box 9398 Riverhead,NY 11901 zv C 9 Phone: 631-727-2180 x 265 Expiration 220 Build' t or AP ATION FOR BUILD NG PERMIT Date October 20 520 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the properly have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. e (Signature of applicant d name,if a corporation) Martha Reichert, Esq. 33 West SQconcL4treet, Riverhead, NY 1 CAM (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,,engineer, general contractor, electrician, plumber or builder Attorney as agent Name of owner of premises Claudia Jane Ramose (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 130 Village Lane, Orient House Number Street Hamlet County Tax Map No. 1000 Section 18 Block 5 Lot 6 Subdivision Filed Map No. Lot c 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential-Single Family b. Intended use and occupancy Residential-Single Family 3. Nature of work(check which applicable): New Building Addition x Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA 7. Dimensions of existing structures, if any: Front 30'6" Rear 13' Depth 39'4° Height Number of Stories Dimensions of same structure with alterations or additions: Front 30'6° Rear 21" Depth 39'4" Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 57' Rear 57" Depth 70' 10. Date of Purchase 08/08/2007 Name of Former Owner Jeffrey and Claudia King 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO Claudia Jane Ramone 1500 Beulah Ave, 14.Names of Owner of premises Address Southold, NY 11971 Phone No. 41 E.Maple Road, phone No Name of Architect Frerlerirk Waher Address r..ocHnwn NY 1174n 631-754-5555 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO x * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_x * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Martha Reichert, Esq. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 21st day of October 20 20 P ow'd_ Annalise Schweitzer,Notary Publi Signature of App cant Comm�ss�on upires gla�l�oaU C ii S Building Department Annlication AUTHO ATION (Where the Applicant is not the Owner) I, Claudia Jane Ramone residing at 1500 Beulah Avenue Southold, (print property owner's name) (Mailing Address) New York, 11971 do hereby authorize Martin D. Finnegan,Esq.and (Agent) Martha Reichert, Esq. to apply on my behalf to the Southold.Building Department. 101 �t /2020 (Date) Claudia Jane Ramone (print Owner's Name) FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 27, 2020 TO: Martin D. Finnegan,Attorney(Ramone) PO Box 9398 Riverhead,NY 11901 Please take notice that your application dated October 19,2020 For permit to make additions and alterations to an existing single family dwelling at Location of property 130 Village Lane,Orient County Tax Map No. 1000- Section 18 Block 5 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 3,990 square foot lot in the R-40 District, is not permitted % pursuant to Article XXIII, Section 280-124,which states that, on lots measuring less than 20,000 square feet in total size, a maximum lot coverage of 20% is allowed and a minimum rear yard setback of 35 feet is required. The proposed construction notes a rear yard setback of+/-21 feet and a total lot coverage of 26.7%. Furthermore,the proposed construction is subject to Historic Preservation Commission approval, pursuant to Section 170 of the Southold Town Code. __)C L Authorized Signature CC: file,Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. FORM NO.3 NOTICE OF DISAPPROVAL DATE: October 27,2020 RENEWED:December 21,2020 TO:' Martin D.Finnegan,Attorney(Ramone) PO Box 9398 Riverhead,NY 11901 Please take notice that your application dated October 19,2020 For pennit,to;rriake-additions andlteration�"td-an,existin siridle f ly.dW6]lipg at Location of property Y30 Villa L-am Orient County Tax Map No. 1000-Section 18 Block S Lot .6 Is returned herewith and disapproved on the following grounds: The r osed;construction.on this non-conformin 3> 96 s°sere k61-1s5t-h t`e R 4{}I3%striirt is not; ermined .. pursuant to Article I XITI:Sect�an.2g0=t2 ;which;states that tin lots-z isur iag less than 000'squaiie°feed'iit total size.a maximum lot coverage of 20%is"allowed'and-a minimum rear yard setback of 35 feet is required The prop6sed tonstruction.riotes a rear yard`setback:af /-.21 feef and:a total lot:cr�verage°ofi26 7°l0. Furthermore the proposed construction is stilii'ect id'Historic Preservation Commissr�n approval pursuant foF r- Seetion 1'7.0 of the Southold Town Cade:. ' FEB 2 5 2021 -- ` uthoziri Signa'ii CC:file,Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 27,2020 RENEWED: December 21,2020 TO: Martin Box � D. Finnegan,Attorney(Ramone) ��f12U��� � �e �(�/ �00 PO Riverhead,NY 11901 I Please take notice that your application dated October 19,2020 For permit to make additions and alterations to an existing_single family dwelling at Location of property 130 Village Lane, Orient County Tax Map No. 1000- Section 18 Block 5 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 3,990 square foot lot in the R-40 District, is not permitted pursuant to Article XXIII, Section 280-124,which states that,on lots measuring less than 20,000 square feet in total size, a maximum lot coverage of 20% is allowed and a minimum rear yard setback of 35 feet is required. The proposed construction notes a rear yard setback of+/-21 feet and a total lot coverage of 26.7%. Furthermore,the proposed construction is subject to Historic Preservation Commission approval,pursuant to Section 170 of the Southold Town Code. + uthorized Signature CC: file,Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. BOARD MEMBERS, Southold Town Hall Leslie Kanes Weisman,Chairperson ©f Sig UT� 53095 Maier Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora y Office Location: Eric Dantes u, Town Annex/First Floor, Robert L.ehnen,Jr. ,r, �O 54375 Main Road(at Youngs Avenue) Nicholas-Planamento �dUN Southold,NY 11971 http:d/southoldiowmy.gov ; ED ZONING BOARD OF APPEALS. ��„ TOWN OF SOUTHOLD Tel:.(631)765-1809*Fax(631)765-9064 UN 1 21 FINDINGS,DELIBERATIONS AND DETERMIN NIEETING OF JUNE 17;2021 ZBA FILE:: #.7497 NAME OF APPLICANT: Claudia.King Ramone PROPERTY LOCATION: 130 Village Lane,.Orient,'NY SCTM: 1000-18-5-6 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the,State'.s,List of Actions; without further steps under SEQRA. SUFFOLK,COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Sufool: County Adnim2stralive Code�Seciions A 14=14 tb 23,and the Suffolk County Department Of Plannixig issued its reply Aated`March.29,2021 stating that this application is'considerod a matter for local.determination asahere.,appears to�' be no signi#icant.county-wide or inter-community impact. L'IVRP DETERMINATION: The relief, permit, or interpretation requested'in this application is listed under the. Minor Actions exempt list.and is not subject to review.under Chapter 268. PROPERTY FACTS/DESCRIPTION:-The subject, non-conforming,3,989:89 square feet, .092 acre,rectangular- shaped parcel located in the R40 Residential Zoning District measures 57 feet along Village Lane,then runs.west 70 feet along a.residentially developed lot to the south;.then runs north 57 feet along a residentially developed lotto,the west and returns°70 feetalong the same'residential lot. .The parcel-is improved with acne-and one-half story,.wood- frane house with wood front porch and entry steps,an existing rear porch, concrete stoop, concrete walkway and concrete driveway as shown on the survey prepared by.Ralph Heil,Licensed Land Surveyor and dated December28, '2020. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-1.24; and the. Building in'spector's.'February 24,2021 Notice of Disapproval based on an application fora permit to construct additions and alterations to an existing single-family dwelling;at 1)located less than the code required rearyard setback of35 feet; 2)more than the code permitted maximum lot coverage of 20%; located at: 130 Village Lane,,Orient,NY.SCTltil No. 1000-1.8-4. RELIEF REOUESTED: The applicant requests variances for alterations and additions for the renovation and restoration of an existing.single-family residence including the conversion of an existing 107 square feet rear porch,. measuring.7.7 feet by 14 feet,into habitable living,space along.with the extensionofthe house,"squaring it off';by an.addifion measuring 7 feet by 7.7 feet of additional living space. As a result of the addition,existing lot coverage. will increase from 25.35%to 26.72% where the Code limits such improvements to 20%and the required rear.yard setback of 35:feet will be.maintained of a pre-existing 21 feet setback. ................................................. Page 2,June 17,2021 #7497,Ramone SCTM No. 1000-18-5-6 ADDITIONAL INFORMATION: The subject property is listed.on the Southold Town, New York State and National Registers of historic places; as such the proposed construction is subject to Historic Preservation Commission approval,pursuant to Section 170 of the Southold Town Code. Town of Southold Historic Preservation Commission Resolution#10.22.20.1,Certificate of Appropriateness;dated October 22,2020'was submitted by the applicant: The subject residence is in need of repair and restoration for.the occupants'comfort and to ensure it will be preserved for the benefit of the community. An earlier application for a substantial renovation and expansion was denied in 2010 by the Historic Preservation Commission. Several neighbors wrote letters of support.prior to the public hearing. No other neighbors or members of the public spoke in favor of or against this application. FINDINGS OF FACTI REASONS FOR BOARD ACTION: The Zoning Board of-Appeals held a public hearing on this application on June 3,20,21 at which time written and oral evidence were presented. Based upon all.testimony,documentation,personal inspection of the property and surrounding'neighborhood,and other evidence,the Zoning Board finds the following facts to be true.and releyant and makes the following'fndings: L Town Law,6267-b(3)(b)(1). Grant of the.variances will not produce an undesirable change•inahe.:character of•- . the neighborhood or a detriment to nearby properties. Village Lane,is northlsouth town road aeatiing to the Peconic" Bay from Main Road/Route 25. It is narrow-and.was developed prior'to current zoning with most properties developed in the late 181 or early 19'"century otismall,isregularlots: Oncea`$shing village%wheie-residerits relied on the sea,.today it is a listed historic place with:homes and commercial properties lovingly maintained tg:ensure preservation of the areas.regional,cultural and architectural heritage: :The aplilicanf has designed.a project that:is_ respectful to the historic attributes of the-house a rid;will,not�substantially increase the degree ofnon�couformity: The project has.been reviewed by the Southold Historic Preservation Committee,.which.approved°a'Certificate of Appropriateness on October 22,2020,-Resolution#10.22.20.1. 2. Town Law&267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,.feasible for the applicant to pursue,other than an area variance. The existing lot is highly constrained due to its size and the existing single-family residence is similarly constrained by its historic nature,which is subject to the regulation of the Town's Landmarks Preservation Code. As such,it is not possible to create additional living space by construction a second story addition. This means the proposed location of the addition is the minimum needed to convert the existing porch into habitable space as it will square off the western and southern elevations to create architectural unity with the rest of the house. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial,representing 40%relief from the code relative to the reduced rear-yard setback and 33.6%relief from the allowable lot coverage.However, the proposed addition will be no closer to the rear property line than the existing western portion of the house which is currently situated at 21 feet from the rear property line. Similarly,the lot coverage variance is the minimum needed to square off the rear portion of the house. The difference between the pre-existing lot coverage of 25.35%and the proposed lot coverage of 26.72%is 1.37%,which represents the addition of approximately 61 square feet of footprint for added habitable living space. r Page 3,June 17,2021 47497,Ramone SCTM No. 1000-18-5-6 4. Town Law 4267-0)(b)(41. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 6267.b(Ub)(5). The difficulty has not been self-created. The structure was.built prior to zoning.and. was in the applicant's family ownership since.prior.to the establishment of the Code. 6. Town Law'4267-b. Grant of the requested.relief is'the minimum action necessary and adequate to enable the applicant to.enjoy the benefit of alterations and additions to a single-family home consisting of the'conversion of a rear-porch measuring 7.7 feet by 14 feet into habitable living space,along with an expansion of the house by 7 feet by 7.7 feet in order to`square it off'while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Planamento,seconded by Member Weisman(Chairperson), and duly carried,to GRANT the variances as applied for, and shown on the survey prepared by Ralph Heil,,Licensed Land Surveyor and.dated December 28, 2020 and the Architectural Drawings labeled Al &A2(Floor Plans and Elevation Plan) prepared by Frederick.R.Weber,Registered Architect last revised October 1,2020. SUBJECT TO THE FOLLOWING CONDITION:. Condition for Possible Demolition;if applicable I. Prior to receiving a building permit;the.owner(s)of the subject property cited herein must sign a statement acknowledging; a:That.the applicant(s).have read this determination and understand the'limits of the variance relief granted herein; " b. That the applicant(s)will,immediately:contact the Building Department if a demolition;as,defined by .. Section 280-4 of the"Town Code,'.ocours during co nstruction,.or'ariy 666itructi6n undertaken iiiany other way.exceeds the scope of the approvals granted herein,or the issued building permit; c.That the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify;suspend or revoke'such approvals or any term or condition thereof onto impose thereon one or more new conditions,pursuant to Article XXV,Section 280-141 of the Town Code. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. NOTE:Section 2804 of the Town Code defines"Demolition"as any removal of a structure or portion thereof,where the total cost of the reconstruction of the structure or portion thereof exceeds 50%of the market value of the existing structure before the start of removal. Page 4,June 17,2021 ##7497,Ramone SCTM No. 1000-18-5-6 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or apossible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board ofAppeals. Any deviation from.the variance(s).granted herein as.shown on the..arrhitectural drawings, site plan.and/or survey cited above,.such as alterations, extensions,or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature"of the subject property that may violate the Zoning Code,:'other than such uses, setbacks and other features as are expressly"addressed"in this:action. Pursuant to Chapter.280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County" Clerk,within three (3)years from the date such variance was,granted. The Board of Appeals may,upon written request.prior to the date Of expiration,grant an extension not to exceed three(3)consecutive one (1).year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Acacmpora,Dantes,LehneM and.Planamento(5-0). Leslie.Kanes Weisman,-Chairperson Approved for.filing /l� /2021 Twomey Latham SHEA, KELLEY, DUBI'-N &' QUARTAR.-ARO, LLP G fill cofy Thomas A.Twomey,Jr. By Hand RECEIVED (1946 '2014) Stephen B.Latham John F.Shea ill Christopher D,Kelley July 23, 2021 1 JUL 2 3 2021 Owfid M.Dubin Jay P.Quaa�tararo. t ZONING BOARD OF APPEALS Peter M;Mott Zoning Board.of Appeals Janice L.-Snead Anne Marie-Goodele Attn: Kim Fuentes Bryan C.Van Gott + Kathryn Dail! Town of Southold Laura 1,Dunalban Patrick B.Fife- P.O.Box 1179 . Martin D.Finnegan Southold,NY 11971-0959 Reza Ebrahirni Jeffrey W.'Pagano a' Re: Area Variance Application of Claudia King Ramone Bryan J.Drago BernadetteE,Tuthill Premises:. 130 Village Lane, Orient Craig H.Handler SCTM#1000-0178.00;.05.00-006.000 AI&Xandra'Haisey-Storch Melissa S.Doris ",terina Grinizo Lorraine Pacelep Dear Kim: Terrarrop Russell Daniel R.Bernard tA Christina M.Noon A,Chadwick Brie With respect to the above-referenced application, enclosed please-find the required Property Owner's Statements for 'filing with th your office. OF COUNSEL Liss'Clare Kornbrfrik KeVirs M.Fox Kindly advise my office when we are permitted to submit the building Karen.Kinirons Karen A.Hoeg permit application. Thank you for your assistance with this matter. FatriclaJ.,Sussoll Jennifer R.Nigro Very trul, $ trul I NY&LA�ARS I U-M IN TAX-0"4 0 !y&t:.)DAVIS 0 NY.NJ&PA eAss . NY.NJ&3C SAAS� A NY,NJ&FL BARS Martin J.Hnneggan,Esq. Main,Office 33 West Second St. P.O.Box 9398 , MMF/as Riverhead,NY 1190.1 Enclosures 631.727.2180 sUffolkliw,cqm M. Claudia Ra.mone BOARD-MEMBERS Southold Town Hall a ok 53095.Main Road•P•.Q:.liox A 179 uslie Kanes weistrian;Chairperson y R� w Southold,NY 1197.1-0959 Patricia Aca.pom Office Gxwcntibw Enc_Dantes` , . Tow n,Annex/First Floor, . Robert Uhnert,Jr. za! 54375 Main Road(at YoungIs Avenue). Nicholas Plan memo Southold,NY 1:1,0 ljttpW5oUthqldt6wnny.gov ZON1NG BOARD OF APPEALS TOWN.OF SOUT1Hf!C1+T..,ID Tel.(631):765-1809•Fax(631)765-9064 June 22,,2021 V arf id 1 ::Reiehert .Attorney:at Law 1"wotney,Latham,Shea,et at P.Q.BOOM Riverhead,NY 11901 Re. ZBA application 7497 Rambne,130 Village Lane,Orient °sCTM No. 1000-1.&5-6 Dear Mg.Reichert; Transmitted for your records is-a copy of the Board's June 17,20171, Findings, Deliberations and Determination,the original of which was filed with the Tom Clerk regarding the above variance application, Before commencing any construction activities,a building permit is necessary. We have e.nclosed,two Propeg Owner's_Statements,in,accordance with thecond t on ofvariance, r lief approval. These dom ments must be'acl nowledged:wwritlt the owner's signature before a notary,and then submitted to the'B,uilding Department and the Office of the ,ti.. Zontnb Board of Appeals pr%ar to^applyutg for a,bt7iWing permit. Pl'edse b'sure to submit an application along with a copy of the attached determination to fhe Building.Department.. . If you have any questions.,please.don't.hesitate to contact our office. .Sincerely, ;Kim Ejuentes Boa%d,Assistattt Encl. cc:Building Department At:"? ZONING BOARD OF APPEALS ���'� � ry� �� �� Town.Hall Annex,54375 Routo.i;6 r. P.U.I3ox 1179 Southold,Now York 1197.1-0959 Pax(63I)765-9064 ^ Telephone:(631)765-1809 ZBATILE: 47497 NAME OF OWNS ER Or SUBJECT PROPERTY Claudia King Ramone PI QPERTY LOCATION: 1-30 Village Lane,Orient,New York- DATE OF ZBA DETERMINATION: June 17,2021 8CTM No. 1000-1$-5-6 PROPERTY OWNER'S STATEME-NT I/we,the undersigned,am/are the owner(s)of the property cited.above and acknowledge that Iive: 7, li'ave received a i,d•read ZBA deter nination.nuntber: #7497 Dated:Jane 17.2021 I., uudgrs"tand the limits of the variance relief granted therein; 3. agree to immediately contact the'Building Department if a demolition,as defined by Section: 2804 of the Town Code,occurs during construction;or any'construction undertaken in any other way exceeds the scope of the a0provais granted herein,or the issued building permits; 4. 'knowAhat.the Zoning 13o:ird.of Appeals retains jurisdiction until the issuance of the- Certificate of Occupancyand•has'the.right,,after a public hearing;to modify,-susperid.or revolie such approvals or any.term:ot condition thereof or to impose thereon one or more . new conditions,pursuant to Article`XXV,Section 2SU-X41 of the Town,Codp a". must submit assigned and notarized copy of this statement must be.submitted,to.hoth tile. Office,of the Zoning-.Board of Appeals and the Building Department,prior.to,miy/our'. c applying for a building permit; 6. that the Building(Department will not issue a building permit without receipt of this sign,M statement: print.Nam'e of Owner(s) 01 Ar 0)9 0 Signature of owvner(s) Dated: L2cq- Dated:, Shorn to.before me this day SWbrn to befpre me this clay . of ,`20,�-I of 201 Not t lic Notary Public MMStATEOFOM �jPiitermsami 6i�sCsrPs?.6 .oil , ZONING BOARD Or APPEALS Town Hall Annex,5�1375 Route 26 y: P.O.BOX 1179 744 Southold,New York 11971.0959 -� Pax(6$1)765.9004 Telephone{631}765q800 ZBA FILE: ##7497 NAME OF OWNER OF SUBJECT PROPERTY: Claudia King Ramone P12OPERTY LOCATION: 130 Village Ume,Orient,New York DATE{) :ZIiA DET1 12MINATIO°N: June 17,2021 SCTM No. 1;000-1.8-5-6 PROPERTY OWNER'S STATEMENT lVw,e,the.undersigned,am/are the owner(s)of the property cited above and acl+nowledge that We:., L have received.and read ZBA determination..number: #7497 Dated:June 17,20212 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact°the Building Department if a demolition,as defined byS etion 280�4 of the Town Code,occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permits;; 4. know that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend,:or . revoke such approvals or any term or condition thereof or to impose'thereon one or more new conditions,pursuant to Article XXW,,Section 280-141 of.tile Town Code; 5, must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department:prior to.m&ur applying for a building permit; 6. that.the Building Department-wiii not issue a building permit without receipt of this signed statement. PrintNameof0wuer(s) A3 t Ua N Signature of Owner{s} Dated:_ 4-1�:de6ep,l I^--" Dated: Swom.to before me this -day Sworn to before me this:]_day of ,.20-c -� of 20; A Nota P blic Notary P66 c KAREH HOED WWFV6UGSTATE0FN;.W= KARFNHOEG tratNa O1HN72991 RD1AhYANHUSFAiEUFhENYORld �n� s8etio�h�p�H�d29S0 lAyth�issi�iFxd�sOclot�r6,20�' t�r°dm5p�otk'Cou �.�,� �3`t�immi�sronEr©irecOcttoper6 "I � Ia -7 130ARD MEMBERS \oF sours Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 (J 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. v, Office Location: G �pQ Town Annex/First Floor Nicholas Planamento Margaret Steinbugler Olij'con 54375 Main Road(at Youngs Avenue) Southold,NY 11971 _ http://southoldtownny.gov O_ ® ZONING BOARD OF APPEALS TOWN OF SOUTHOLD J U L 1 8 2025 Tel. (631)765-1809 Building Department Town of Southold EXTENSION DETERMINATION One Year Extension Regular Meeting of July 10, 2025 ZBA FILE: #7497 NAME OF APPLICANT: Claudia King Ramone PROPERTY LOCATION: 130 Village Lane, Orient, NY SCTM: 1000-18-5-6 BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124; and the Building Inspector's February 24, 2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling; at 1) located less than the code required rear yard setback of 35 feet; 2) more than the code permitted maximum lot coverage of 20%; located at: 1.30 Village Lane, Orient,NY. SCTM No. 1000-18-5-6. DATE OF PUBLIC HEARING: June 3, 2021 This request for a variance was originally GRANTED with conditions on June 17, 2021. The variance had expired on June 17, 2024. By letter, the applicant, Claudia Ramone, requested an extension of the variance relief. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Acampora, and duly carried,to GRANT, the applicant's request thai the above cited determination be extended to June-17, 2026. Vote of the Board: Ayes: Members Weisman, Acampora, Lehnert, Planamento, and Steinbugler. This Resolution was duly adopted (5-0). Leslie Kanes Weisman, Chairperson Approved for filing 7 /2025 t- `p r i ' Tuesday June 20,2025 Received Attn: Zoning Board of Appeals Town of Southold 53095 Main Road JUN 2 4 2025 Southold,NY 11971 ZOnlmg Board of Appeals Re: ZBA File#7497 Name: Claudia King Ramone Loci 130 Village Lane,Orient, NY Dear Members of the Board: We have completed our Final Inspection with Southold Town Building Department on our property located at 130 Village Lane,Orient, NY tax map-18:5.-6. 1 am writing to request an extension on our variance which, I learned today,expired unintentionally on 6/18/2024. We did not have a GC for this project and it is my personal shortcoming for this oversight. I appreciate your attention and consideration for this matter. Please reach out with any questions or concerns. Sincerely, Claudia J.Ramone M: 347 6281028 E: Claudia.ramone@gmaiLcom. D Ear SEP 2 9 2021 BUILUH,,�- ,Our Unrqo TOWN OF SOUTHOLD Edward Webb,Chairperson ; ' :� ',s'. Town Hall Annex 14,s, t ar Anne Surchin,Vice Chair �'� ,- 54375 Route 25 a Robert Harper '& PO Box 1179 Joseph McCarthy Southold,NY 11971 ' � " Mariella Ostroski c� �'" Fax(631)765-9502 Tracey Dwyer,Administrative Assistants Telephone:.(631)765-1802 www. qtl oldtomq i Town of Southold Historic Preservation Commission October 22,2020 RESOLUTION#10.22.20.1 Certihicate of Appropriateness _ RE: 130 Village Lane,Orient,NY,SCTM#1000-18:5-6 Owner: Claudia Ramone RESOLUTION: WHEREAS, 130 Village Lane,Orient,NY is on the Town of Southold Registry of Historic Landmarks,and - WHEREAS, as set forth in Section 56-7(b)of the Town Law(Landmarks Preservation Code) of the Town of Southold,all proposals for material change/alteration must,l,e reviewed and granted a Certificate of Appropriateness by the Southold Toi,n Historic Preservation Commission prior to the issuance of a Building Perrr)it, and, ' WHEREAS, the applicants representative Martin Finnegan submitted a proposal to construct an addition of 61 sq./ft.to the rear porch and converting the existing 107 sq./ft. rear porch and new addition into living space as applied for,and, WHEREAS, the proposal included the use of asphalt roof shingles,white cedar sidewall shingles and six over six(6/6)Andersen A series windows as applied for,and, WHEREAS, a pre submission hearing was held on September 1,2020,where the applicants representative submitted drawings of the scope of work and outlined the project for the commission,and, WHEREAS, a public hearing was held on October 22,2020,where the applicants representative submitted the final proposal of the project for the commission.+, and, 7 NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application meets the criteria for approval under Section 170-8(A)of the Southold Town Code and, BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness. MOVER: Commissioner McCarthy SECONDER: Commissioner Ostroski AYES: Surchin,Harper,McCarthy and Ostroski ABSENT: Chairman Webb RESULT:Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed::: , Tracey L.Dwyer, pplica�C nafor for the Historic Preservation Commission Date:October 30,2020 1 �SUFF01,�- o c Q DING DEPARTMENT Electrical Inspector O TOWN OF SOUTHOLD cN d APR 9 2024Tovvn-Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 p Telephone (631) 765-1802 - FAX (631) 765-9502 dal. y BJT�..DYiNG tl�. Ramesh a)-southoldtownny.gov - seand at southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: C-r! f/' 62 t G Electrician's Name: -7-r7.-, License No.: y3�`If Elec. email: �"�<cTT-la !r� � h�o. c��► Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required)ti Name: �la�,k� `� � 6 om iv) Address: 'JJ4a elGi� L `eiv77 Ivv /> 95-7 Cross Street: �,n �,► Phone No.: Bldg.Permit #: -7,2 7 email: Tax Map District: 1000 Section: Block: S Lot: 71 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE.FOOTAGE (Please Print Clearly): Square Footage: `�ov Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑ Rough In ❑ Final - Do you need a Temp Certificate?: ® YES❑ NO Issued On 16V H Mo -0�h Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: aoo A # Meters Old Meter# New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Undergro nd P60verhead # Underground Laterals M 1 2 H Frame Pole Work done on Service? Y N Additional-Information: PAYMENT DUE WITH APPLICATION Y/iyl Q F81/(�oGy BUILDING DEPARTMENT-Electrical Inspector v x TOWN OF SOUTHOLD • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 _ Telephone(631)765-1802 Temporary Certificate # tolo Datej__ f 2024 Customer Name C a d a N 61(no pQ Electrician Name (!;_R6TT4A1 /G Address I 2 Phone e-mail e-mail -r&4g1frr/0 e V GP 00 e Phone License# ( 3 Size 20U -A Phase Overhead Underground #of Meters Remarks #of Underground. Laterals 1 2 New "H" Frame or Polel H P Fire Reconnect Was-work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by B_6iLDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD y AIPR 2024Town Hall Annex - 54375 Main Road - PO Box 1179 ,. Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765=9502 southoldtownny.gov seand(@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Cr �-j a /PG rf G Electrician's Name: -7,�, License No.: 361 Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: C la 1 �ti 19M,--A Address: 1I l4,4 `en N j 951' Cross Street: ; Phone No.: Bldg.Permit #: Lj -7,?.7 email: Tax Map District: 1000 Section: Block: S Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE.FOOTAGE (Please Print Clearly): `l Square Footage: <v Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑ Rough In ❑ Final - A Do you need a Temp Certificate?: ® YES ❑ NO Issued On 160 1/144 --ahltlw ID Temp Information: (All information required) Service Sized Ph❑3 Ph Size: ZOO A # Meters Old Meter# 124New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑UndeRy nd verhead # Underground Laterals 1 2 H Frame Pole Work done on Service? MN_ Additional Information: PAYMENT DUE WITH APPLICATION � I PERMIT# Address: Switches Outlets GFI's ' Surface Sconces �r H H's, , r � UC Lts f Fridge HW POOL 1 Panel Fans Mini Fr. W/D Pump 9 l Exhaust �- Oven Heater Sump Trnsfmr Smokes �l DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo �� Cooktop Minisplit Blower Hood Bowera �, � c Service Amps 72 Have l Used Sub Amps 7 Have Used Comments BUILDING DEPARTMENT-Electrical.Inspector 1 1 TOWN OFSOUTHOLD FEg ® . 202"I own Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ,a Telephone (631) 765-1802 - FAX (631) 765-9502 rerr(a�so hY o utholdtownny.aov.! i.seand0D-southoldtownny;gov g -. F APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMA ION (All Information Required) Date- Company Name: :yI t k ,FA CSIE SAC Name: t Nk a „F License No.: email: Address:- 317SO �k tv -- Phone No.: JOB SITE INFORMATION (All Information Required) Name: 0_4 UV 1 PAIJ_ai�lc Address: 1. ( e� Cross Street: Phone No.: 4a ` a Bldg.Permit#: emal Tax Map District:. 1000. ___Section: /- -m.._ Block: _ Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) b t Circle All That Apply: Is job ready for inspection?: YE NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) { Service Size 1 Ph 3 Ph Size:. . __A #Meters .. - . Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected-Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information. PAYMENT DUE WITH_APPLICATION Request for Inspection Formals Invoice Jim Sage Electric, Inc. 350 Marine Place Greenport NY 11944 1/27/2016 173 Phone# 6314772118 sparky54@aol.com L�.r CLAUDIA RAMONE 1500 MT.BEULAH LA. SOUTHOLD,N.Y.11971 P.O.Number Terms Rep Ship Via F.O.B. . Project 1/27/2016 DescriptionQL1a11tiL)1 Item Code ESTIMATE#14 INSTALL A 150 AMP OVERHEAD ELECTRIC SERVICE AT 2,600.00 2,600.00 VILLAGE LANE HOUSE,ALL NEW EQUIPMENT IE; CIRCUIT BREAKER PANEL,METER BOX,SERVICE CABLE,BREAKERS, ETC. ALL COORDINATION WITH PSE&G,AND TOWN OF SOUTHOLD ALL LABOR AND MATERIALS PAYMENT UPON COMPLETION, THANKS JIM thanks Claudia,no charge for stove outlet and pantry light Jim Sales Tax 8.625% 0.00 INSTALL A 150 AMP OVERHEAD ELECTRIC SERVICE @ VILLAGE LANE HOUSE - Total $2,600.00 a Qi SI TUA TE � o ORIENT, TOWN OF SOUTHOLD ��``� S63020'00"E 70. 00'�H. SUFFOLK COUNTY NEW YORK 0`- WRES 4'WooD � 93' W TAX No. 1000018000500006000 FENCEFC 39�6' _j 0 0. SLAB �p N 1—ST. I r ROOF O SCALE 1 = 2 0 w "z0 210' ' � V) � j DECEMBER 28, 2020 L` O F- •••• •• EXISTING z Ln Z1.O' U to .':.'.".'. PORCH I O_ O O O `14 W PROPOSED -.• WOOD�O � =a Q z AREA = 3, 989. 89 s((��. f t. w ADDITION p STEP v' lrj $ w 0 .. `1 o z N 6.9' `�' �� I En I o 0. 092 cc. O U__ N 21.0' 4.2 9.7' c3 O W CONC. WALKW Y o I H o< o �� H o Q0 FE v C0 6'STOCKADE N 1.0'N Lq 1IR Of N FENCE z 1.4'E N N = 0 (n FE 0.3'S N 6 3°2 0'0 0"W 70. 00' � 0 I ___ 0 3'Wm � Bldg Dept copy from 2BA N F f Edwin Constant C5 I I Final review ldlQ� 7 YUinent9 Tax Map Lot 007.000 I oat: i i `/ -51 SETBACKS: RECQVEp AERIAL LAND SURVEYING, D.P.C. NOTE: LOCATIONS AND EXISTENCE OF ANY FRONT YARD: 35 53 PROBST DRIVE SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFIED. THE hfAR2 2 2o21 SHIRLEY NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE. SIDE (MIN. ONE): 1 0' PHONE: 833-787-8393 ZOD�n�Board E WEBSITE: WWW AERIALLANDSURVEYING.COM SIDE (BOTH): 2 5' OfAppeals P�nSURRV SURVEY SUBYWHICJECT TO EASEMENT RECORD AND ANY OTHER REAR: 35' DISTRICT:1000 LOT:006.000 BLOCK:05.00 SECTION:018.00 *UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A UCENSm LAND SURVEYOR'S SEAL IS A VIOLATION OF ARTICLE 134, MAP/FILE NO.: N/A SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW 'Copies-from the original of this survey map not marked with an original EXISTING L 0 T C 0 VER A GE CALCULATIONS: of the rand surveyor's Inked seal or his embossed seal e not be considered a wild true copy.' "Certification Indicated hereon n signify that this survey was prepared in accordance with the existing Code of Practice York State Association of ProfeTOTAL LOT SIZE = 3,989.89 SQ.FT. person fornal Land Surveyors Bald certifications ands shall be only to the ;TITLE NO.: TBD Person for whom the survey is and lend, and of his behalf to the title • company, governmental agency and lending Inatitutfon. Certifications are LOT COVERAGE (MAX.): 2 0% = 797.98 SQ.FT. MAP FILED DATE' N/A not transferable to additional Institutions or subsequent owners.' COUNTY TAX MAP ID: 1000018000500006000 �t�,0 PH HF Y0 EXISTING BUILDING COVERAGE = 973.61 SQ.FT. SITUATED AT: ORIENT, TOWN OF SOUTHOLD TOTAL PROPOSED BUILDING. COVERAGE = 1 ,028.79 SQ.FT. SUBDIVISION MAP LOT S: N/A FRONT PORCH = 38.00 SQFT. 10 EXISTING TOTAL LOT COVERAGE . , 1 ,011 .61 SQ.FT. (25.35%) W CLAUDIA RAMONE — --� Li COPYRIGHT 2020 RALPH HEIL s 4 o J U LI E N RAM O N E AERIAL LAND SURVEYING, D.P.C. 5 TOTAL PROPOSED LOT COVERAGE = 1 ,066.10 SQ.FT. (26.72%) W JOB NO.: 20-996 S� °SOZo C-) U DATE: DECEMBER 28, 2020 LANp a • .,cam°� SI TUA TE � o ORIENT, TOWN OF SOUTH OLD S63020'00"E 70. 00 �H. SU FFOLK COUNTY NEW YOR K 0`} 4'WOOD W3 WIRES TAX No. 1000018000500006000 ,<a FENCE � ' 9 3' I � CONC. 39a6 O SCALE 1 "= 20' 3 SLAB � N 1—ST. I � ROOF 0 W `�zp 21 0' ' 0 O.H. I DECEM BER 28, 2020 �` a►- •••• .. - EXISTING ) z M In Ln 21.0, U vl .'...... t` PORCH I Q O I� = Z M I U W PROPOSED WOOD Z 0 � o m W o AREA = 3, 989. 89 s f t. W ADDITION p STEP Vi 0,cn W L) �I o z 6.9' �� 3aa�i in I Q � 0. 092 cc. O W J N 21.0' 4.2 9.7' j O W CONC. WALK W Y 0 l H Orf Q o M 0_ I— o N o'N U W m N 6'STOCKADE FENCE z 1.4'E 04 cq 0 3 0 Lf) 0. 0.3'S N63020'00W 70. 00' 0.3'W m 1.4 N/O/F of Edwin Constant Tax Map Lot 007.000 SETBACKS: AERIAL LAND SURVEYING, D.P.C. NOTE: LOCATIONS AND EXISTENCE OF ANY FRONT YARD: 3 5 53 PROBST DRIVE SUBSURFACE UTILITIES AND/ STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFIED. TIFIED. 111E 4 SHIRLEY, NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE. SIDE (MIN. ONE): 1 0' PHONE: 833-787-8393 E-MAIL: SURVEYSOAERIALLANDSURVEYING.COM SIDE (BOTH): 2 5' WEBSITE: WWW.AERIALLANDSURVEYING.COM THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE REAR: 35' DISTRICT:1000 LOT:006.000 BLOCK:05.00 SECTION:018.00 •UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF ARTICLE 134, MAP/FILE NO.: N/A SECTION 7209. SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW 'Copies from the original of this survey map not marked with an original EXISTING L 0 T C 0 VER A GE CALCULATIONS. of the land surveyors Inked considered a valid true copy.'" or hta embossed teal shell not be 'Certification Indicated hereon signify that this surve MAP OF: NOT ON A FILED SUBDIVISION MAP for y was prepared in accordance with the existing Code of Practice r Land Surveys adopted by the New York State Association of Profesional Land Surveyors. Said certifications shot] run only to the TOTAL LOT SIZE = 3 989.89 SQ.FT. TITLE NO.: TBD cpersonomps for wham the survey is prepared, a o the t a • company, governmental agency and Ion ��h►s�i tt Y_ t�Iona are LOT COVERAGE (MAX.): 20% = 797.98 SQ.FT. MAP FILED DATE: N/A nottraneferabiatoaddltlonaltnatitu P �a�66PH}y O COUNTY TAX MAP ID: 1000018000500006000 CO Q` � tK EXISTING BUILDING COVERAGE = 973.61 SQ.FT. SITUATED AT: ORIENT, TOWN OF SOUTHOLD TOTAL PROPOSED BUILDING COVERAGE = 1 ,028.79 SQ.FT. SUBDIVISION MAP LOT S: N/A FRONT PORCH = 38.00 SQ.FT. o �2 S os`� EXISTING TOTAL LOT COVERAGE = 1 ,011 .61 SQ.FT. (25.35%) �o CLAUDIA RAMONE AERIAL LANDS0RALPHHEIL, sFo SAND S�� J U LI E N RA M O N E AERIAL LAND stlRVEnNG, D.P.C. TOTAL PROPOSED LOT COVERAGE = 1 ,066.10 SQ.FT. (26.72%) W~ JOB NO.: 20-996 V DATE: DECEMBER 28, 2020 SI TUA TE ORIENT, TOWN OF SOUTHOLD ° SUFFOLK COUNTY, NEW YORK � oi�°o°�' �� � ���• TAX No. 100001800050000600 � SCALE 1"=20' S63a 20 00 E 70.00 DECEMBER 28, 2020 0 FENCE�w� 21.1' COR. 39.16 COR. 9.3' it F o 0 � G /1 O o U N 2.65 i 2.8'S ROOF o =a O DATE OF SURVEY UPDATE: MAY t39%2024r (J 1—ST. 1i—STORY � `� j HOUSE < m U) 0 N _� I No. 130 M. AREA = 3 ® TO o Ln S3 18.6' I: W ,989.89 sq. U.6 �. <N z U w 20.9' o� aN =a LL Z 'I� 0.092 ac. s N Iri o U l-" o `�4 cj. OOU1 W UO W7' a 3 K xl O w cWi F 9.7' M9 CD 2. 0 O d- p 4 a CONC. WALKW Y m m IN 6 ST ECKADE z 1.4•E N '� FE 0.3'S H E D G E Q I N LEGEND: 0.3'W T Ta , 9 N63e20 00 W 70.00 o 1 N I EMCC ELEC. METER N/O/F of Edwin Constant . z . Tax Map Lot 007.000 I CIL UTILITY POLE OVERHEAD WIRES SETBACKS: AERIAL LAND SURVEYING, D.P.C. NOTE: LOCATIONS AND EXISTENCE OF ANY SUBSURFACE UTILITIES ANDQR S7RUCNRES NOT O G�"INL 53 PROBST DRIVE READILY VISIBLE.ARE NOT CERTIFIED. THE SHIRLEY. NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE. FRONT YARD: 35' PHONE: SURVEY7G.COM C�.f(1 u E-MAIL: SURVEYSOAERIALLANDSURVEYING.COM SIDE (MIN. ONE): 10' Q V WEBSITE., WWW.AERIALLANDSURVEYING.COM IN,sunver Is SUMUT TO ANY ewseuEeT OF RVe AND ANY—M MT-1 FACTS Wlt*l A TIRE SFARCN MKH7 DIS¢DSE DISTRICT:1000 LOT:006.000 BLOCK:05.00 SECTION:018.00 SIDE (BOTH): 25' �,Sp.o'!� UUOEN''UNALIm LANNDD 9MIVE RSS SEALLIISSIA VVIOATIM OFR RnQ IBIM.NC A MAP/FILE NO.: N/A SECTION T209.SUBDIVISION 2.M THE NEW YORK STATE EDUCATION UK REAR: 35' of in hm Ne arlgnal of et,o—y mp not marked Cth m"Inal .uropf.nked..a«No—me d..al Noll not be eM.na a Wid"',cap,:' 'fMiflwtbn ndkct.a N«.an.lanly Ihot Ni..iata ra.p�0a.d n aceordme.rIN N.ameny Cade of PrxUp MAP OF: NOT ON A FILED SUBDIVISION MAP « and dap.a er n.Na.vort sate Auo a1 f EXISTING LOT COVERAGE CALCULATIONS: ro4WnMLvndSv.r«. sobtaDR�Nan.NNnn�rtothe TITLE NO.: TBD I— fa.non tn..a_,w,. pt.v«ed,aye on N.a df to tN.UU. pair.gaiemmentol aBencY and lendnp n.UWtIon. —Inootion.am TOTAL LOT SIZE = 3,989.89 SQ.FT. MAP FILED DATE: NSA not t m f« ,to additiond netnavon.«.ab.e t o— LOT COVERAGE (MAX.): 20% = 797.98 SQ.FT. COUNTY TAX MAP ID: 1000018000500006000 SITUATED AT: ORIENT, TOWN-OF SOUTHOLD BUILDING COVERAGE = 1,038.49 SQ.FT. (26.03%) SUBDIVISION MAP LOT S: N/A FRONT PORCH = 38.00 SQ.FT. (0.95%) W CLAUDIA RAM EXISTING TOTAL LOT COVERAGE = 1,076.49 SQ.FT. (26.98%) �I— JULIEN RAMONE AEWAL LAND SURWYrtD,D.P.Q 0 COP WT 2U4 RALPN ML. ( U JOB NO.: 20-9968 t �g�"d+ DATE: DECEMBER 282 2020 1 Twomey FA. ' Latham SHEA, KELLEY, DUBIN & QUARTARARO, LLP Thomas A.Twomey,Jr. Martin D.Finnegan (1945-2014) g Stephen B.Latham Partner John F.Shea,III Christopher D.Kelley 631-727-2180,x-265 David M.Dubin ❖ inriiIIle�an!.,.suffolklaiy.coin Jay P.Quartararo fi Peter M.Mott Janice Snead Bryan C..Van Cott Via Federal Express Kathryn Dalli Martin D.Finnegan o October 21 2020 Reza Ebrahimi � Jeffrey W.Pagano ■ Karen A.Hoeg Bernadette E.Tuthill Southold.Town Building Department Craig H.Handler Attn: Amanda Nunem.aker 54375 Main Road Bryan J.Drago Alexandra Halsey-Storch Post Office Box 1179 Katerina Grinko Southold,NY 11971 Lorraine Paceleo Terrence Russell Daniel R.Bernard to Christina M.Noon t Re: Building Permit Application A.Chadwick Briedis 130 Village Lane, Orient Applicant: Claudia Jane Ramoine OF COUNSEL Lisa Clare Kombrink Kevin M.Fox Dear Amanda: Patricia J.Russell Jennifer P.Nigro Craig Gibson Enclosed.please find a check made payable to the Town of Southold in the Joan Morgan McGivern amount of$50.00 representing the required filing fee for the enclosed Building NY&LA BARS Permit Application. Also enclosed please find two (2) sets of site plans and t LL.M IN TAXATION elevations for your reference, ♦ NY&NJ BARS O NY,NJ&PA BARS ■ NY,NJ&DC BARS '7 ♦ NY,NJ&FL BARS 1'h(a.nk you and kindly let our office know if you require anything else. Main Office 33 West Second St. Very truly yours, P.O. Box 9398 Riverhead, NY 11901 631.727.2180 suffolklaw.com ZM nnegan MDF/as Enclosures cc: Claudia J. Ramone Twomey 05 Latham SHEA, KELLEY, DUBIN & QUARTARARO, LLP Thomas A.Twomey,Jr. Martin D.Finnegan (1945-2014) Partner Stephen B.Latham John F.Shea,III Christopher D.Kelley 631-727-2180,x-265 David M.Dubin ❖ mfinnegan@suffolklaw.com Jay P.Quartararo t Peter M.Mott Janice L.Snead Bryan C.Van Cott . Via LISPS Rerular Mail Kathryn Dalli Martin D.Finnegan o Reza Ebrahimi December 16, 2020 Jeffrey W.Pagano ■ Karen A.Hoeg Bernadette E.Tuthill Southold Town Building Department Craig H.Handler Attn: Susan Pontino Bryan J.Drago 54375 Route 25 Alexandra Halsey-Storch Post Office Box 1179 in Grinko Lorraine Southold NY 11971 Lorrainee Paceleo � Terrence Russell Daniel R.Bernard to Christina M.Noon t Re: Notice of Disapproval Extension A.Chadwick Briedis 130 Village Lane, Orient OF COUNSEL Lisa Clare Kombrink Dear Sue: Kevin M.Fox Patricia J.Russell Jennifer P.Nigro Enclosed please find a check payable to the Town of Southold in the amount f Craig Gibson Joan Morgan McGivern $50.00 for issuing a renewal of the attached Notice of Disapproval. v NY&LA BARS Thank you for your attention to this matter. t LL.M IN TAXATION ♦ NY&NJ BARS O NY,NJ&PA BARS Very■ NY,NJ&DO BARS V e`J t urs, ♦ NY,NJ&FL BARS Main Office 33 West Second St. Marti Tinnegan P.O.Box 9398 Riverhead, NY 11901 631.727.2180 MDF/as suffolklaw.coi„ Enclosures Cc: Martha Reichert, Esq. DEC 2 1 2020 Twomey RE Latham SHEA, KELLEY, D U B I N & QUARTARARO, L L P FEB 2 5 2021 Thomas A.Twomey,Jr. Martin D.Finnegan (1945-2014) Partner Stephen B.Latham John F.Shea,III Christopher D.Kelley Z 631-727-2180,x-265 David M.Dubin 0- mfinnegan@suffolklaw.com Jay P.Quartararo t Peter M.Mott Janice L.Snead Via LISPS Regular Mail Bryan C.Van Cott Kathryn Dalli Martin D.Finnegan 0 Reza Ebrahiml February 23, 2021 Jeffrey p.Pagano m - Karen A.Hoeg Bernadette E.Tuthill Southold Town Building Department Craig H.Handier Attn: Susan Pontino 54375 Route 25 Bryan J.Drago Alexandra Halsey-Storch Post Office Box 1179 Katerina Grinko Southold,NY 11971 Lorraine Paceleo Terrence Russell Daniel R.Bernard to Christina M.Noon t Re: Notice of Disapproval Extension A.Chadwick Briedis 130 Village Lane, Orient OF COUNSEL Lisa Clare Kombrink Dear Sue: Kevin M.Fox Patricia J.R Jennifer P.Niugrossell Enclosed please find a check payable to the Town of Southold in the amount of Craig Gibson $50.00 for issuing a renewal of the attached Notice of Disapproval. Joan Morgan McGivern NY&LA BARS Thank you for your attention to this matter. t LL.M IN TAXATION * NY&NJ BARS * NY,NJ&PA BARS Very truly ■ NY,NJ&DC BARS A NY,NJ&FL BARS Main Office 33 West Second St. Ma i D. i egan P.O.Box 9398 Riverhead,NY 11901 631.727.2180 MDF/as suffolklaw.com Enclosures Cc: Martha Reichert, Esq. I S Twomey V& Latham SHEA, KELLEY, DUBIN & QUARTARARO, LLP Thomas A.Twomey,Jr. Martin D.Finnegan (1945-2014) Partner John F.Shea,III Christopher D.Kelley 631-727-2180,x-265 David M.Dubin •3 mfinnegan:a suffolkiaw.com Jay P.Quartararo t Peter M.Mott Janice L.Snead By Hand Bryan C.Van Cott ♦ KathrynDalli Martin D.Finnegan O September 17, 2021 Reza Ebrahimi Jeffrey W.Pagano ■ -, Karen A.Hoeg I Bernadette E.Tuthill Southold Town Building Department t S E P 1 7 2021 Craig H.Handler Bryan J.Drago Ann: Amanda Nunemaker Daniel R.Bernard tA 54375 Main Road [ SENIOR COUNSEL Post Office Box 1179 Stephen B.Latham TO',. •. ' Southold,NY 11971 ASSOCIATES Katerina Grinko Lorraine Paceleo Re: Building Permit Application Terrence Russell Christina M.Noon t 130 Village Lane, Orient A.Chadwick ert PP Martha F.Reichert Applicant: Claudia Jane Ramone MaryKate L.Brigham OF COUNSEL Dear Amanda: Lisa Clare Kombrink Kevin M.Fox Patricia J.Russell Enclosed please find a Building Permit Application for the above-referenced Jennifer P.Nigro Craig Gibson matter along with the following documentation: Joan Morgan McGivern Scott Handwerker {• BARS 1) Copy of the Determination from the Zoning Board of Appeals; NY a t LL.M IN TAXATION 2) Owner's Authorization; ♦ NY&NJ BARS O NY,NJ&PA BARS 3) Two (2) sets of site plans and elevations; ■ NY,NJ&DO BARS ♦ NY,NJ&FL BARS 4) One (1) original survey print. Main Office 33 West second St. We are waiting on two additional site plan sets from the.architect and will P.O.Box 9398 Riverhead, NY 11901 forward same to your attention once received. 631.727.2180 suffolklaw.com Thank you and kindly let our office know if,you require anything else. Very truly yo , M in D. innegan MDF/as Enclosures cc: Claudia J. Ramon Meyer, Nancy From: Julien Ramone <julien.ramone@gmail.com> Sent: Friday, September 20, 2024 9:22 AM To: Meyer, Nancy Cc: Claudia Ramone;John Umina Subject: Re: 130 Village Lane insulation cert Hi Nancy, It is Julien, Claudia's husband. Can you show us where in the code where this requirement is spelled out? None of the area that have been sprayed with foam will be directly connected with living space or storage area. Regards, Julien On Sep 20,2024, at 8:26 AM, Meyer, Nancy<nancym@southoldtownny.gov>wrote: Good morning, The DC315 is required based on the thermal barrier, regardless of open or closed cell. This is indicated in the specs which you attached. I'm sending it back, I've highlighted and circled the location where it states the requirement. -IVancy me-ye.- Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 From:Claudia Ramone<claudia.ramone@gmail.com> Sent:Wednesday, September 18, 2024 9:44 AM To: Meyer, Nancy<nancym@southoldtownny.gov>;Julien Ramone<julien.ramone@gmail.com>;John Umina <John.umina@truteam.com> Subject: Re: 130 Village Lane insulation cert Hi Nancy I read through the Inspection notes. I wanted to clarify the request to have DC 315 on all areas of exposed foam. /% /// • We used closed cell foam.Specs attached. It was our understanding the nal DC 315 covering w `� not required on closed cell foam -exposed or covered. k%y If you can please let us know.Thank you. � ..(, Claudia On Wednesday,September 18, 2024, Claudia Ramone<claudia.ramone@email.com>wrote: 0AtA. — J -1 1 Hi Nancy attached please find the letter of completion for the insulation job at 130 village lane orient. Please reach out with any questions. Claudia Ramone 347 6281028 Claudia Ramone Claudia Ramone <specs.pdf> z FREDERICK 41 EAST MAPLE ROAD, GREENLAWN. NY 11140 52 NOYACK PATH, WATER MILL. NY 119,E ROBERfweberarchitectegahoo com 431 '154-5555 ARCHITECT Dy 124 w ' 1 � U I FREDERICK ROBERT WEBER ARCHITECT 2r—o° 8'-0" 13'-0" 21-6" 2'-6" I'-4" rT, W Wood AreawayT r 1 Guard Rail to Basement iJ N/F EHRLICH z 1'-01, �" 12' O,1 41_O" 31—O,1 IV 20 14' 00 C 7�.OQr (12 Treads I "> G Abo e 3 E P. Co c. Stair O E F--I WINDOW SCHEDULE W i 2 i Unit Modelea RO# R.O. Opng Egres Cf) [�] I 1 70 j r ® ADH2840 2'-8'x 4'-0" No _ W BR I Z 1 < © ADH3250 V-2"x 5'-0" Yes �l O �" — II'-8n— I 4„ /"ram W 2.6' _ 111 -P - - - - - I © An- 2'-6"x 5'-0" No 13' p 3 � - - - - - - - - - - x `-� OD AAN2020 2'-0"x 2'-0" No N I I Ln a LD Exist ne i to I � _ 0 ADDITION g I I E BR 2 © N Porch I I 0 o I j O ADH2640 T-Cx 4'-0" No . . . . . . . z -' I 21'. . . . . . . .; Reconfigure z -" 1 1 1 Existing O AAN2824 2'-8'x 2'-4" No I-, 0 EXISTING ; ITt m I Interior Walls C? I ;PORCH- •, 7o I CL `r LAUND YI I I O AAN2620 2'-Ox 2'-0" No z . . . . . . . . . n I 4 -4 14" 3'-a 1 1 4. 12" 4" 3, p 2'-10„ 41, = O DRAWING TITLE: u, -- -i F:}�:. . . . . . . . . .:j 39, -----i I I Linen �° II NFCLI z _1_____ 1, 1 _ v Model Number$ Refer to '°r�,nderse . A- cries, PG50; SITE PL�tN -{ 5'-O" 9" 3' b" �r--- HA4L -O" i Low-E-1 w 'Argon Glass. Simulated Givtded L;aht FI O- RLn ; ----------- -- -1 C4.2' EXISTING I—STORY RAME DWELLING - I Ove hang <) S AI�0F N I O Propane Fired =0 1; 1 I; I I 0 3 4' 31 I ; 1 Fireplace 0 0o A P I: 1 Y: 1 1: 1 I Pantry 1 ; 1 1 1; 1 I\I Ref rig. —7---1 JOB: I - -- DOOR SCHEDULE I ; 1 I ; I . I• I I RAN ONE I :I 1 . 1 • I. I I O RESIDENCE '.�i_ PORCH '� I : I I ; I • I;I I . I � _ Overlay o0, : i i ® � °D i i i i ��L�j i i ROOK Unit Model # Width t Height I : 1 I ; I I• I ' I : I "Sim son", Model 1504 T-0"x 6'-8" (Door) 130 VILLAGE LANE I P : Front Doors w/ Sidelights (2) 8'x 6'-8' (Sidelights) ORIENT, NY r� IIIIIII � I I I I ;I S 2�� I�' ��" W --!-'-- 1 ; I Res Ee Feslace Inteior I �� I I :1 i 2 " " 1_ " 1 I I I : 1 I Andersen FWHID2168S 2 1 x 6 8 TOWN OF SOUTHOLD 5�1.0 0 © P I I I I __ Frenchwood Inswing Patio Door (R.O.) SCTM 1000-1e-05-OL I : 1 I I I I I 1; 1 j j LIV�IN:G ROOM R1d e - i DINING ROO I . KITCHEN O = 3 "Andersen" FWHID5068PALR 5'-0'x 6'-8" ___�_ i i_ ______ i : i ___ Si k �� N 0 Frenchwood Inswing Patio Door (R.O.) Above( I------- --i;i-- - i .F', Re-nove -�.i - -{ -�: ----- - - F VILLAGE LAN I I ; I 1 n Above - ARCHITECT: I . I 1 Existing Ce11) �3 - 1 1 1 1 1 r--1_Ln S ace to aft r'l P � $ -- FREDERICK R. WEBER Ive w/ Beam I I 1 trng I I 1: 1 , ; ' : i 1 * Verify Operation 41 EAST MAPLE ROAD I I Rai ' ' ' 1 Dq : , II I• I I , I ; I 1 GREENLAWN. NY 11140 I �-- I : I 1 : 1 1•I 1 I : I 52 NOYAC PATH I WATER MILL, NY 1191I 11 SITE PLAN I � I: I y0 © 1 ; 1 I ; 1 1: 1 I ;I �� 1 ; 1 I : I I: I 1 :1 TEL L31 �54-5555 fuleberarchitect9 ti = 1 : 1 I � I I� I I •I yahoO.Com 1 u f_ n I ; I I; I I ;I I �n — 1 0 O in I ; I II II , I SEAL: CLAUDIA t JULIEN RAMONE �.\\ 130 VILLAGE LANE ® ® ® ® "f,� .40 . HAMLET: ORIENT �� z Reconstruct TOWN OF SOUTHOLD SU>=>=OLK COUNTY, NY COVERED PORCH , .0+ f SURVEY INFORMATION: �c STANLEY J. ISAKSEN, JR. \� w ter=r��w DECEMBER 18, 2001 AREA: 3,990 SF (0.092 ACRES) SCTM# 1000-018-05-0, Il'-lo 1/2" W-10 1/2" SOUTHOLD ZONING: SQUARE FOOTAGE: REV.: OCT 1, 2020 R-40 (NON- CONFORMING LOT LESS THAN 20,000 SF) EXISTING LIVING; 853 SF (FRONT 580 SF/ REAR 213 SF) 30,_611 Cr U DATE: APR 15.' 2020 EXISTING REAR PORCH: 101 SF �D SETBACKS: TOTAL EXISTING: 960 SF � � SCALE: 1/40 - I'-ON FRONT YARD: 35' ,2 SIDE (MIN. ONE): 10' CONVERT PORCH 20 z021 JOB NO: w202OO4 SIDE (BOTH): 25' TO LIVING: 101 SF I y n)nREAR: 35' ADDITION: 6I SF IST FLOOR PLAN A yard 0f gPPeals DRAWING NO. LOT COVERAGE (MAX.): 20% TOTAL LIVING SPACE: I021 SF y yrom ZBA f TOTAL PROPOSED HOUSE FOOTPRINT: 1028 SF Bldg Final reviewer+doc ments EXISTING FRONT PORCH: 38 SF Dept cop A 7V� TOTAL LOT COVERAGE: 1066 SF (26.1Yo) ZBA File Date: OF A2 FREDERICK ROBERT WEBER ARCHITECT 12 62/3Ex (t) ------------------------------------------------------ W F—I ------ ------ - V 1 ------------------=------------------ IF -------- - in 1 ° I z-New Uirect White Cedar 11-2 ® ® White Cedar ® Vent bidewall HI / j IShinalesI I— 5binple-us It I 2 / g LI/ MI O � / I I I r-----a r—J I I I I I I I I I ------- �j ---�1 Areaway Starr r_J I I I I I I I I I I I I L______ I w/ Wood Rarl J I I I I I I I I I I I I I � I J— I I I I J I I I r------ I I r— I I I I `1 L I r-------� I a I I I li I I r � �_— T J 1 �______� I J I I I I I I L-------i I I I 1 1 I I I � I I I I I I I I I 11� I I r- I I I I I I I r------- I I I I I I I I r-J I I I I I I I F------ I I I III I ' IIII WEST ELEVATION ; ' NORTH ELEVATION I I______ I DRAWING TITLE: I I I ♦ I I J I I I I I I I I I �--`� I _Jr— I I I I 4 I I I I I �J I �.L____\�J _J 1�I I/ Ifl _ II-011 ` 1/ �(11 _ Il-OI/ ,J 4____- ^r rl --I 1 I ELEVATIONS I I I I i I I I L J L New Veneer Brick Chimney to Match Existing JOB: ------------------------------------------------------ New lxd "Azek" - RAMONE Rake Bd. w/ RESIDENCE Shingle Mold 130 VILLAGE LANE ORIENT, NY ' TOWN OF SOUTHOLD lx6 "Azek" Fascia 5CTMu 1000-18-05-04 ----------- Existing y o y Re-Roof Bd. w/ Gutter it ---- Ix8 "Azek" Frieze Bd. ------------ --------------------- ----- ---------------------- ------------- -- .......... .................. 5/4x4 ARCHITECT: orner , "Andersen", A Sevres 4 I MAPLE ROAD � White Cedar � Window w/ 5/ x 11 EAST / Sidewall Re-trim Existing "Azek s Casing GREENLAWN, NY 11140 Porch Structure (6 over 6, S L, w/ New Decking A A A A Z 3 3/9'° Wide Mullions) 52 NOYAC PATH Shing/ I B White Cedar WATER MILL. NY 1191L I O Sidewall d Deck Fweberarchrtect ya Shingles TEL L3115A4-5555 / _______ _____-- _ __ P. Conc. hoo.com P --- --------- I --- 1 1 Foundation w/ Stucco Finish SEAL: ______ C I I I 1 1 ,,�� ,✓r;5�i7/rt `� I ' --———— I GK 171 L------ SOUTH ELEVATION IEAST ELEVA ION 7 I I , I � " r ..l 4 I/14 1, _ 11_O 1, 1 1 ----- T L I/ I,f � I1_O,1 J I I I L REV.: OCT I, 2020 DATE: APR 15, 2020 SCALE: JOB NO: w202OO4 DRAWING NO. Bldg Dept copy from ZBA Final reviewed documents ZBA File # tt) 1 Date: / ,� OF A2 I z ND BEN, FREDERICK SITE DRAINAGE: ROBERT WEBER DR# AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) ARCHITECT A HOUSE (REAR) 650 sf x .166' Rain = IOl.9 cf Traffic Bearing Top(I) 6' Dla. x 5' Deep w/ 111.5 cf B HOUSE (FRONT) 416 sf x .166' Rain = 0cf (1) 6' Dia, x 4' Deep w/ 89.2 cfTraffic Bearing Top House and Porch Roofs to have Gutters t Leaders e Connected to Underground Drainage Structures (Typ.) A9 C0 Ring: 22.3 cf/Ft of Height 8'0 Ring: 12.25 cf/Ft of Height (Overall) (Proposed Addition) (Existing House) W Areaway to Basement 00 Floor Drain N/F EHRLICH to Drgwell l r, II_011 4" I i i I 12' 0" Y/_ON 8" N 20 I4' O0" E 5"I.00' (12 reds 12 ) v / I I I I A Drop Fo ting I I I I '�I P. on S tair Had Areaw y `r r__i_i_i_i_i _ RaI ) Txl'0 dr, ......................................................i.. I oo Beam 36" 1 Drga;0 t I i � � 1 \ I i ewage I Pocket I I 2x8 Pressure 1 � �` n I i Elector Treated Subfra i •' -' 01 I i New 2x10 F.J., 16" o6 I � BR Wall Above i 8'-2" l _6N 8„ o I ii i W i i 13' f2 6 N A I I zo v Expand Existing I c O PATIO i i �� I -m �� BASEMENT '4 PRO:P:0:5hD; - A� 1 I 2" Closed Cell LOI ' i''New �f" P. Conc. Slab I A� tJ ADDITI.O.N::1 Above i Spray Foam Insul. i i w/ 6"xd" 10/10 WWF O O _ Full Hgt. (RI3) " I I _:__1 . . ; O z j i 2x4 Stud Wall I I i� "i i w/ 1/2" GWB I INrn m I i New 2x10 F.J., IL" o� 1 -rr O ;EXjTIAIC, I _ flO.RCF{ • I i i New (3) 9 1 p 3 '1/2"0 Steel Kew Z . . . .g ' C� Pi le2"0 SonelI _ i Up 13R _ _ _ 30" r-=i--i 3Vx301xl2 N ... 2 x24 xl2 = -_-- _- I I _ " „ „ P. Conc. Ftg. DRAWING TITLE: 39 P. Conc. Ftg. 211 4 I I I LIIJ STORAGE New 2x10 F.J.. 16" oc SITE PL,4N ; > ----- =____� - i FOUNDATION I ` ' f— Le— L I`r I O „ f I....................I .. —Iiv� I I i I New 2x10 F.J.. 16" oc O , _3EXISTING I-STORYStoo " N1•2' FRAME DWELLING O IAbo eI ,,� 3' 12 L L F I New (3) 9 1/2 LVL F.J. 8 xld P. Dr�uleI X (Renovate) `~ I �----J i I i ') —I ! _ I ——___—- —I I Conc. Pier O g - U 5 O I J :� r w/ (2) 3/8" x9" Stl. Ip I LL Ll—xl 1 _ 3.q' 31' O i i L_ �_J t _ i JOB: Existing I i MT. BATH I 28" I 3 1/ "0 Steel I New x10 F.J.. 16 oc i PORCH FRONTI I " = I I RESIDENCE ONE -4 w `r I I 8 Pippe o. on 1 30"x3 'xl2" cavat rawlspace ; I i 1- - P. Co Ftg. I V130 VILLAGE LANE New 4" P. Conc. Slab 1 ORIENT. NY I Ipi �� I.0 0 �� 8 i 8'-9" J 8'-II" / w/ 6"x6"1110/10 WWF 8" TOWN OF SOUTHOLD 5 26 I4 00 � i New 8" P. Conc. Found. SCTM9 1000-18-05-OL Half Height Wall ......... .............� w/ Stone Ca I Wall w/ (2) 45 Bar I Glass Shower I ; R mov Existing O i 1 Top il Bot., 44 Bar VILLAGE J� LANE I (� I Enclosure 36� I Flreplae Base, _- 32" oc Vert., Damp roof ARCHITECT: y I y`''r 1- ' `� - I = Below Grade (Typ) N .....................: = I i I 2" Closed Cell FREDERICK R. WEBER MECHANICAL I = I r Spray Foam Insul. SATE P � A N y r I N - New 18 x 10 P. C c.I - " 41 EAST MAPLE ROAD o I M • 5/8 GWB i.f, ,�, Full Hgt. (RI3) GREENLAWN, NY II'(40 �°� I �� I `� `� I ``'I 2x4 Stud Wall Ftg. w/ (3) try Bar y �� `, = " I " w/ 1/2' GWB I w/ 2" Keyway (Typ. 52 NOYAC PATH ` WATER MILL. NY 119U _ 1 I" - 1 I- 'I New 2x10 F.J., 16" c N w 2x10 F.J., 16" oc New 2x10 F.J., 16" oc I i i TEL 01 154-5555 CLAUDIA It JULIEN RAMONE \ i t e SumP Beam I----- ----------2-0- 0 Amp I Fweberarchitect8gahoo.comWall Mount VILLAGE LANE mn 1' 2 Servi e On-Dead Pocket v- HAMLET: ORIENT Gas-Firec --------- ------ TOWN OF SOUTHOLD Water Htr. I `E. SEAL: SUFI=OLK COUNTY, NY -- --- -------- - =--= ---------------------- I '.yf (Heating Equip. _ -J2x Wall r J i„ ;�" SURVEY INFORMATION: to be 9530 + > L_ - , �' Efficient) u 8"xl6" P. li I o 1 I. C`�ei''C. -. o0 0o III OD i I Conc. Pier STANLEY J. ISAKSEN, JR. , I = DECEMBER 18, 2001 LnII,_q„ �, i11-� - �,_�„ I,_�� 11'-9" =:s „ /I' IVAV P. Conc. V AREA: 3,990 SF (0.092 ACRES) ,� I Pier, 3'-0" SCTM4 1000-018-05-06 —.—.—. MOTES: I f I Below Grade (Min.) . ` J(2) 2x8 Glyden---�J L_ __J All Framing Lumber I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER SOUTHOLD ZONING: SQUARE FOOTAGE: Profile of Step in Porch to be PARALLEL PARTITIONS AND AROUND ALL OPENINGS. Pressure Treated 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. R-40 (NON-CONFORMING LOT LESS THAN 20,000 SF) EXISTING: AUG 2. 2024 EXISTING LIVING: 853 SF Front fingtion: 213 5FF 3- ALL FOOTINGS TO BE A MINIMUM OF 3'-0" BELOW GRADE. SETBACKS: EXISTING REAR PORCH: 101 SF DRAWING A W I N C SCHEDULE B REV.: NOV 10" 2023 FRONT YARD: : 1 TOTAL EXISTING: 960 SF 4- BASEMENT SLAB TO HAVE 6 x6 10/10 WWF REINF. SIDE (MIN. ONE): 10' A�SIDE (BOTH): 25' PROPOSED: DESCRIPTION PROVIDE I/2" EXPANSION JOINT AT SLAB PERIMETER. DATE: SEPT 10. 2021 30'-6" REAR: 35' CONVERT EXISTING REAR S- ALL STEEL GIRDERS BEARING ON P.CONC.LOT COVERAGE (MAX.): 20% PORCH TO LIVING SPACE: IOl SF Al SITE PLAN/ FOUNDATION FOUNDATION WALL TO HAVE 'f"x6"xl/2" B.PL. SCALE: I/4" _ ('-O" PROPOSED ADDITION: 61 SF (UNLESS OTHERWISE NOTED) TOTAL PROPOSED HOUSE FOOTPRINT: 1028 SF A2 IST FLOOR PLAN 6- ALL COLUMNS TO HAVE C'AO"A/2" B.PL. JOB NO: w202004 EXISTING FRONT PORCH: 38 SF TOTAL LIVING SPACE: 1021 SF (UNLESS OTHERWISE NOTED) TOTAL LOT COVERAGE: 1066 SF (26.1%) A3 ELEVATIONS DRAWING NO. FOUNDA t f O 2 l- STEEL SHALL BE ASTM A-36 (EXCEPT A4 SECTIONS I I � PIPE COL WHICH SHALL CONFORM TO- AS �A ASTM A63 ROUND PIPE). STEEL WORK SHALL SEE ZONING BOARD OF APPEALS DECISION 41�491, JUNE 11, 2021 A5 CODE DETAILS y CONFORM TO THE LATEST AISC SFkg FOR SETBACK AND LOT COVERAGE VARIANCES. SI ROOF FRAMING (IST FLOOR) I/�f" = I'-O" D NCF0 V [3 D At El ELECTRICAL IST FLOOR PLAN AUC OF A5 T011rV •)F t,,TkzO, i FREDERICK ROBERT WEBER ARCHITECT t3 A4 8'-0" 13'-0" (Addition) (Existing) 1' 0" 4" 12'-0' 4'-0" 8„ 3'-0" (12 Treads 9 12") (Landing) 11 7 W r Guard Rail to Base Drain Basement DryweellBel w 2'_6" 1'-4" W R 0.' P, Co Stair R. .G A o R.O. e i �r E O 1� I O Had ail �-' T� V1 WINDOW SCHEDULE W Iv � �`r Pitched coi1Il Flat itched Pitched cII Flat II v Pitched Ceding 03 Ceihng I Ceiling Ceiling I Ceiling !AreaUnit Model # R.O. Egress 0png W of �� i o I of i o *� ® ADH2840 2'-8"x 4'-0" No �� 1 BR I I 1 I +r I I ADH3250 3'-2"x 5'-0" Yes I I-1 O O 4N I I1'-8" -- I I I 4" 1 8,_4„ 1 4„ P- - I - - - - - - - -- a. A Stone 2 r _ _ _ _I_ _ _ _ _ _ _ _m I I I I I o © ADH2650 2'-Ox 5'-0" No PATIO I A 1, A A4 1_ Remove 8 Grade Dn i _ Existing EI i I I BR 2 I - 0 ' p A4 O AAN2020 2'-0"x T-O" No I^ Porch vi I I I I F 1 N pC 2R I I I pii I I I I AOH2640 2'-6"x 4'-0" No i i I Reconfigure j i 30" I I I 3 Existing I O AAN2824 2'-8"x 2'-4" No ---- --I-- Interiot Walls I N I CL v LAUND YI ( L-- --' I 26 @ AAN%20 2'-6"x T-O" No �- I�„ 4,_4" = 1 4" 3'-0' 4N 2t" ill-i 3�„ „ 4" I'-10"4" p 2'-10" 4" 'r DRAWING TITLE: tic"6 Line cv CL H ADH2834 2'-8"x 3'-4" No iL --=u' � W/D i i 26" cessl _ J IST FLOOR J ACW2640 2'-6"x 4'-0" Ye 8" 2'-9" 1'-II" 4' 2" r---- i i HALL '-0" „ Model Numbers Refer to "Andersen" A-Series, PG50, h r----Dn 2R__ 110 i i o D o I Low-E4 w/Argon Glass, Simulated Divided Light D „ Overha 7v I Bracke S AI 30 .4 3 it co ' done Hearths I I Pantry ; I Refrig. -�-- JOB: DOOR SCHEDULE 1 RMONE / ' ' OveIrla ' 'e� / 00 ' �opane-Fired ; ; \moo i;i Roo y �� ' O / RESIDENCE ® 00 :Prefab Metal �� �� 1 •.i iv QC Unit Model # Width t Height New Windows `'4 :Fireplace, Direct : : I \. /df :Fireplace, Selected ' ' \ i ' :' I f / r-- 130 VILLAGE LANE in Existing 1• I 1 ; : : , 1 Front Door w/ Panel Sidelights 3'-0"x 6'-8" (Door) ORIENT NY Opening (Typ.) lbi Owner Remove \.,��y I ;� g Brick Chimney h�y 'L / I i ; ndersen G 6 6 -0 x 6'->e © \ I / ' 2 Frenchwood Gliding Patio Door (R.O.) TOWN OF SOUTHOLD 1: 1 I ; : Above : ;: : I : : `-- 1; I I • : : I .1 : 1 : 1 5CTMtt 1000-18-05-06 II I ; I I ;I I 1I „ „ I ; 1 1 •1 1 0 Andersen FWHID2g68AR L(R. x 6-8F I I LlVlttl ROOM Line of Rid e' DINING; ROOM : :: 1 KITCHEN -•— —• — — �_i — -t — -I- —._.— , Sink iv Frenchwood Inswing Patio Door .) Above : I — — — — — I I •I i : . — — �} F 1 ARCHITECT: Above °D "Thermatru", Model 52102 Remote Exists Ceil{ii . , , : i 4 3'-0"x 6'-8" (Door) = ,. , , ; , ---rg , J L 0 Basement Door 0 en Space to Rafter$ r-- - r--- 0 : ' 1 O FREDERICK R. WEBER I I A ove w/ Beams t : :: : Existing I I I; I , :: 41 EAST MAPLE ROAD BagI I 1• I i . i Rafter Ties i :i , i DW1 : 1 : 5 I; I I ; I : �: I � GREENLAWN, NY 11'140 Remove existing Inte�rlor 52 NOYAC PATH I; 1 II I •I I I ; I �-- II p , :, , , , * Verify Operation Walls i Fire lace WATER MILL, NY 11914 O I• I : : : I :I I : I � OD o I; 1 II I ;I 171 � TEL 1.31 154-5555 I; I i ; l I •I I ; I fweberarchitectgyahoo.com I• I : : � I :I I : I I n� i I SEAL: I I : � I •I I •I ' iv rA New Windows �r. • �•` ® in Exit ingg ® FRAMING NOTES: --- Opening MatchLL I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Existing Rail a r. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8 MIN. THICKNESS OR AS NOTED. .< c',' # �, � . .i r l✓ 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4 MIN. THICKNESS. ALL EDGES OF PLYWOOD Match TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Step Existing Post 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS. T-O" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL E 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. II'-10 1/2" 6'-9" 11'-10 1/2" PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. L. DOUBLE FRAMING AROUND OPENINGS (Skylights. Stairs, etc.) OR AS NOTED ON DRAWINGS. AUG 2, Z024 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. E3 REV.: NOV 10. 2023 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. A4 or DATE: SEPT 10, 2021 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL KEY: AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. SCALE: 1/4" a 1'-0" 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. NOTE: Existing Frame Wall JOB NO: w202OO4 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. EXISTING (2) BEDROOM SINGLE FAMILY DWELLING, � -- New Frame Wall 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, INTERIOR WALLS TO BE RECONFIGURED BUT TO IST FLOOR PLAN �, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS REMAIN A (2) BEDROOM SINGLE FAMILY DWELLING y DRAWING NO. SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. A2 OF A5 FREDERICK ROBERT WEBER ARCHITECT --- W 12 62/3Exft) ---- -- -- -- -- -- -- ------------------ -- ---------------- -- ' ' W n E'er =— --------------—----------------------- ------- -- -- ----- —-- -— FI ---------------------------------- I � I I ew Direct ardr lank" i Vent I [PH ,1 ardi lank"T_ in ® I \ I i I E E I I I I J W 3 I I ZI I Guard Rai O O - -- --- - _ -- ------- --- -- -- - - I - -- -------------- ---------- -- -- -- -- cn �- tone ----- ----------- -- -- -- ---- - -- -- -- -- -- -- -- --- — - -- -- -- -� Cap " r—J I I i I I I I I i --————— i I I I I I *---rl Areaway Starr r_, W/ Wood Rail I I I I I I I I I I I I 1 F------ i �— I I I I I r- -----� r— I I i I J `I 1� r �1 ------ —, _j L___ L L— T ., L —I I r—J iI Ii I; Ii II; I;I ;I 1 - _J-f -H 1O J r——————- i———————r— WEST ELEVATION NORTH ELEVATION 1 ._______L_ _\_ j r i II DRAWING TITLE: 1 I I I I L____ \1 r_J I I I „ _ , „ I I r, L- I ------ _ ,TI I/�{ - I -O I/�„ = It—(Doi J -----� - ---- „ ELEVATIONS I I I I I I I I J Drop Footing Areaway New Veneer Brick Chimney to Match Existing JOB: - -- ---- -- -- ------------------- R,4MONE ----------- -------- -- ---- '� ' � New Ix6 "Azek" RESIDENCE ' Rake Bd. w/ Shingle Mold Asnhalt 130 VILLAGE LANE ORIENT. NY TOWN OF SOUTHOLD Ix6 "Azek" Fascia SCTM# 1000-18-05—OL Existing o Re—Roof e— oo Bd. w/ Gutter t — —————— Ix8 "Azek" Frieze Bd, . ............................................... . .. ....... . ARCHITECT: ver an w Corner Bd, Bracket ® "Andersen", A Series PREDERICK R. WEBER ® H H I Re—trim Existing Windows w/ 5/4x9 41 EAST MAPLE ROAD ar i an "Azek" Casingg GREENLAWN, NY 11140 w/ New Decking idin I Porch Structure (6 over 6, SDL, ,4 ,� 2 I B A A 3/9" Wide Mullions) WA NOYAC PATH TER MILL. NY 11916 "Hardiplank" I I Siding TEL 431 154-5555 -- � F Fwa erarc itect�yah OO.com ----------- — ----------- - ----1 ==== == __ _ -------- -- -------- Conc. ------------ -- -- ------- -- -- -- --- ——————— —— —— —— —— —— —— —— —— ------= ---- -- -—----———— -- -- -- -- -- -- Foundationw/ —————— Stucco Finish SEAL: ; �------ I I I I I I I I I I ; ; I I I I I `-'�'r. -��.•��`�:•:;:�.'.. r ------ I I— I� f h h I--—————a I L- T Li v L —J_j ___j L--—————JI r l I I I I I I I I �, "✓ f I I I r-------I I I SOUTH ELEVATION II I I I I I I I EAST ELEVATION I � I I I I I I I I I I I I � � ` ,Y, `"�-.��-.:'-'`� /• - L i t-----� L 1/4 _ I,—Orr I I I I I I I I 1/�rr Ir I r------ J ti I I I I AUG 2. 2024 REV.: NOV 10. 2023 DATE: SEPT 10. 2021 SCALE: 1/4" = I'—ON JOB NO: w202OO4 DRAWING NO. A3 OF A5 FREDERICK ROBERT WEBER ARCHITECT New Asphalt Shingles Strap Ridge on 304 Felt w/ Ice 'Trimmed" Ridg& t Water Shield a 24" 12 1 I/2" Closed Cell 1 1/2" Closed Cell ° ._.. Wide Roof Perimeter Strap Ridge Asphalt Shingles Spray Foam (R49) Spray Foam (R49) Existing Ix10 rT-� 5 1/2 2x10 Ride on 304 Felt w/ Ice Roof Sheathing W It Water Shield a 24 Remove 3x5/4x4 ::::.::. :::::.::::: .:::::.:::::. .:::::.:::.: :::::.:::::. .:::::.::::. .:.......... ............ g ::;;:•; :: :.:•;:•:;•:;•;;.::.. Wide Roof Perimeter Rafters 4' oc ......:...... t ll 1/2" PI wd. ::'::`.: . :::;•::::::::::::::::::.:.. New 2x10 R.R., I6 0 5/8" PI wd. Sheathin Gusset :;:;�>.......... ;.;•:: New Ixd TtG � ATTIC 1 1/2" Closed Cell 2x8 R.R. l0o :: '" t Clg. S Foam (R49) (4) "Trimmed' i 8" ra 2x8 R.R. 16"oc P y e fie `° W Existing 4x6 ::.-•;-:.- 2x8 C.J. 16"oc'fG n��. : � .�::�:•:.::. urricane Strap :.;;:;:� g ::: ;::; All Roof Rafters , Top Wall f2 ....... ....... ....... ....... ....... ....... :•.;::•::;;:.::. ,, 2x8 C.T.. 16,1oc i i �Ix4 "Azek" Fascia Bd. , (4) Tie Beams -------i------------ ------ ---- o Half Round Alum. Gutter 1 m/(3) 3/4' Bolts to Rafters 2x6 Reverse ___ Rafter, 16 oc �IX6 TtG Soffit 5/8 GWB 2x8 C.J., 16 _________ ___________ _ _________ __ Ix Fascia wIx8 "Azek" Frieze Bd. Remove 5x4 C. . Remove 5/4x4 Remove Ixl2 Attic Knee Wall r 3 1/2" Closed Cell . , �r Alaskan Yellow Cedar Corner Bd, = Floor Boards t Save, p Spray Foam (R23) 41I I III_S" I 81_41/ 4" Sidewall Shingles `r, ❑ ` i 304 Felt BR I i CL. STAIR GREAT ROOM `i" 8'-9 I/2" i `T 2x4 Stud Wall, 16"oc OD Sloped Clg. °o rT, t W � 3 1/2" Closed Cell Over Stair r- w BR I B 2 I Spray Foam (R23) as Req'd. Existing I g 5/8" GWB I1' 4" Plank Subfloor 3/4" Plywood Subfloor + (Existing Interio Dim n.) O 14 Termite Shield 2x10 F.J., lVoc _ + 2x10 F.J., 16"oc o Sill Seal -- -- 2x6 Pressure -----i L1 J 1/2" GWB WF Girder °' Treated Sill ° 8 : i, S/8"� xl6" A.B., I li WF Girder Remove 3x8 32"oc, 2x2 Washer i i i (3) 9 I/2 LVL New Girder F.J., 3' oc 2" Closed Cell i i Down I R New I -J Spray Foam (R13) I L I _ II I 2x10 i �^ i-J 2x4 Studs, 16"oc = New 8" P. Conc. Found. 3 8 13 II 6'-5" i " BASEMENT 112" F.J., I6"oc Found. Wall w/n(2) sK5 ----- -; / 1/2" GWB o A Wall w/ (2) 45 Bars ao QL � � 1 � " _, Tod t Bot., r#4 Bars -- Top t Bot., 44 Bars 2 Closed Cell 1 ���D 2 Closed Cell 32 oc Vert. ------- BASEMENT I 32" oc Vert. r^y i Spray Foam (RI3) 1 Spray Foam (RI3 2x4 Studs, 16"oc F—Dampproof Below Grade ------ - New 4" P. Conc. Slab w/ I/2" GWB New 4" P. Conc. i DRAWING TITLE: w/ 6 xC 10/10 WWF i ? w/ Vx6" 10/10 WWF� New 18"x 10" P. Conc. •1. New 18"x 10" P. Conc. SECTIONS Ftg. w/ (3) 45 Bars I • ° I I ° Ftg. w/ (3) 45 Bars . . . . w/ 2 Keyway (Typ.) w/ 2" Keyway (Typ.) AREAWAY STAIR ! 21'-0° 181_411 SECTION! AA_ SECTION BE3_ 1/4" 1'-O" _ I/4." I'-O" JOB: RAMONE RESIDENCE 130 VILLAGE LANE ORIENT. NY BUILDING ENVELOPE: (Climate Zone 4) TOWN OF SOUTHOLD SCTM# 1000-I8-05-04 GLAZING: Andersen A- Series, U= 0.30, SHGC= 0.21 Existing 3x5/4x4 WALLS: 3 1/2" Closed Cell Spray Foam= R23 Ratters 4' oc (±) ROOF (Cathedral): 5 1/2" Closed Cell Spraij Foam= R36 ARCHITECT: ROOF (Attic): 1 I/2" Closed Cell Spray Foam= R49 8" O FOUNDATION WALLS: 2" Closed Cell Spray Foam= RI3 1 6,_q„ Existing 4x6 FREDERICK R. WEBER Top Wall fE 41 EAST MAPLE ROAD o GREENLAWN. NY 11140 GAS-FIRED HEATING EQUIPMENT: 95% EFFICIENCY I i 52 NOYAC PATH LIGHTING: 90% LED .i APPLIANCES: ENERGY RATED WATER MILL. NY 11914 AC EQUIPMENT: SEER 16 TEL ,L31 154-5555 Existing 3x5/4x4 fweberarchitecte ahoo.com C.J.,:4' oc l±) y Zn 8'-9 I/2p � SEAL: , Existin�q 3x8 Existing Dirt Crawlspace F.J., 3 oc AUG 2. 2024 NOY 10. 2023 REV.: , EXISTING SECTION DATE: SEPT 9. 2021 SCALE: 1/4' = 1'-0" JOB NO: w202OO4 DRAWING NO. A4 OF AS 9 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL..ROOF RAFTERS 2x6 TIE ® EACH FREDERICK ICE SHIELD UNDERLAYMENT Joint Description Nail Sizes Nail Spacing ROBERT REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per Joist Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ARCHITECT ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d per foot Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE Stud to Stud Face-nailed CLIP NAILED. FROM PROVIDE 8d COMMON 0 ALLT31 METAL STRAP Header to Header Face-nailed 2 - d: c. a o.c. � ALL JACK POSTS ( ) 16d: 16" o.c. along edges RAFTER TO STUD. - NAILS a 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d 2 - 16d per 2x6 stud per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP WALL PLATES APA RATED PLYWOOD TOJJ Bottom Plate to Floor Joist,Band joist,Endjoist or Blocking (Face-nailed) 2 - 16d �'2 EXTEND TO TOP OF TOP per foot EXTEND PLATE. MST31 METAL STRAP = TYPICAL �W 9 JACK POST Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist MST21 a STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end w/ 4 - 8d NAILS 948" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end EACH END - TYP. SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block r, 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist FLOOR JOIST MAXIMUM. Band Joist to Joist (End-nailed) 3 - 16d per joist Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per foot r~n DOUBLE TOP-----'' PLYWOOD SHEATHING = ROOF SHEATHING v 1 PLATE TO OVER LAP BOX W HEADER s .i BEAM - TOP + BOTTOM. - Structural Panels " 2 x 6 I6 O.C. 8d 4 o.c, perimeter zone STUDS = SIMPSON MTSA 18-Z W/ other 6" o.c. edges of (6) 8d NAILS TOP 4 panel , 12" o.c. interior BOTTOM 8 32" O.C. of panel r Diagonal Board Sheathing I--'-� 1" x 6" or 1" x 8" 2 - 8d per support ," x ,0" or wider 3 - 6d per support SECTION ELEVATION CEILING SHEATHING Gypsum Wallboard 5d 7" edge /10" field SIMPSON MTSA I8-Z W/�(6) 8d NAILS TOP t WALL SHEATHING BOTTOM e 32" O.C. _ Structural Panels 8d (see table 3.9) SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ Fiberboard Panels (6) Sd NAILS TOP t = (6) 8d NAILS TOP t /16" 6d 3" edge /6" field) BOTTOM a 32" O.C. = FLOOR JOIST _ e 25 32" " „ BOTTOM 32 O.C. / 8d 3 edge /6 field NAIL SHEATHING TO SILL PLATE e " = _ _ _ = TOP OF FOUNDATION 8d AIL 0. . NAILS C 4 .. Gypsum Wallboard „ M (SHEATHING TO LAP SILL PLATE) •::::'::�..-:..:.t'..;>.�:.-.;:.:.. .:'....::F�..::.:::• �,,'•: ..,•: ..,'•...:: ::�--�_. 7 edge 10 field DRAWING TITLE: tt -, Hardboard,. dboard 8d ( `�°` i �•' see table ••t 3.9 ) (2) 2 x 6 SILL PLATE l _ • '• Part i leb oard Panels 8d se e table 3.9PPER TERMITE SHIELD CODE DET41LDiagonal Board SheathingA Q THEATED wl S S Y " 1 x 6 or 1 x 8 2 - 8d per sup port " x 10 or wider - EE FOUNDATIONDW S G 3 8d per>:. support ,t 't••- FOR DESIGN/REINFORCING FLC= • r! l �'i•. oSH EATHING •'1 Structural Panels 5/8" x IVA.B. 032" OC. a 1" or less 8d 6" edge w/ 2"x2"x3/I6" WASHER. greater than 1" 10d 6" edge/12" field 6" field (HOT DIPPED GALV. OR 9 / STAINLESS STEEL) HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Diagonal Board Sheathing J08: 2 - 8d per support ISOLATE WASHERFROM 1" x 60 oor wider 3 - 8d per support SILL PL W/ FELT STRIP P RAMONE RESIDENCE 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall 130 VILLAGE LANE be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. ORIENT, NY 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to OF SOUTHOLD be reduced to 1 - 16d nail per foot. TOWN TOWNSCTM 1000-18-05-06 a a a ARCHITECT: ...... ..... .....0 E;.'. k;:';... ;': .....:>:,.:;:>::>:.:':' FREDERICK R. WEBER �;':............... ::.:... 41 EAST MAPLE ROAD s'I p .:.:.:j :;i::;'; " : :: !'ss p G RE E N L A W N, NY 11140 »l . i ...... DESIGN CRITERIA: 52 NOYAC PATH h h WATER MILL, NY 119% 0 10 >: ::::.,.::,. . 10 o o GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 154-5555 l �' ................ I I/4" x 20 GA. GALV. STRAP I I/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" Pweberarchitectayahoo.com :.:..:.:::'........ ::'L..._..-..-.. ....�...-...-..1»:`' ";:;: ::.-':.- :-.:.-` :?:::.;: w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. _ " _ TERMITE MODERATE TO HEAVY a a BEDROOMS MS�� EACH END I6 O.C. EACH END 16 O.C. 30 PSF. L.L. DECAY - SLIGHT SEAL; a a 8 1/4" x 20 GA. GALV. STRAP WIND SPEED - 130 MPH GABLE ROOFS w/ 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES o HIP ROOFS FDN. a16 O.C. w/ 5-8d COMMON NAILS IN G 10 0 o EACH END 916 O.C. ,, t" 10 ( G k 30 a a a a PROVIDE 8d COMMON NAILS 9 4 O.C. AT HIGH PRESSURE ZONE - L" O.C. DESIGN CRITERIA: ` '`V' } �r .:... iss::i;;;::;;>.: AT ALL OTHER PORTIONS OF ROOF ... .. ..... I.. .:.� I'.`` TYPICAL. ^_ 1 I::::?::`::::::1 DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. Me AUG2. 2024 1>.:::': 2 0 MAX. NOV 10, 2023 . WINDOWS - GLAZED OPENING REV.: FEB 9. 2023 2 -0 MAX. : .L J d-2COMMONDATE: SEPT 10, 2021 e...'.'..' ••Ial PROVIDE 8d NAILS 9" O.C. AT PERIMETER INTERIOR ��`°�,,���°'�� NAIL TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE } 0 ' �� SCALE: AS NOTED PORTIONS OF PANELS IN HIGH PRESSURE ZONES. ' PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM '"� "$� E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT � � RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS JOB NO: w202004 GABLE ROOFS 'y 'y . OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING 10 ( 0 k 45 NOTE a °� s +r PROTECTION, ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, IV OC DRAWING NO. = FT. CASES y L., trrr FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A5 OF A5 1 FREDERICK ROBERT WEBER ARCHITECT B A4 W I � H •_� Tn (2) 2x8 Hd . (2) I2x8 Hd . (2) 2 x 8 Hdr. V 1 WINDOW SCHEDULE W I I I •• I I Pitched 91 Flat _ 7 j 9 Pitched Pitched j Flat j Pitched Ceiling m1 Ceiling I I Im geihng Ceiling I Ceding I Ceiling I ,n I Ica Unit Model # R.O. Area Egress I C I 61 16 OPng U, II I UI IU ° oc 2x8 R.R., I10I I I ° I °j2x8 R.R., IV jog ® ADH2840 2'-8"x 4'-0" No 2x8 C. i. 16u o' 00 �I I' © ADH3250 3'-2"x 5'-0" Yes 1 O > - -P — I - - — — — — — — — J I I �, A i - - - - - - - - - - - - - -, i I al I I A © ADH2650 2'-Vx 5'-0" No .. . .. ...... Cy I pC II- I I J A`l On i n I I I !2x6 R.F. �2 xd R.R.I A`I OD AAN2020 2'-0"x 2'-O" No 6" oc o I6—" oc J I I iv 2R cw 'I I , I I l I I II I I O ADH2640 T-Ox 4'-0" No I II I I I AAN2824 T-8"x 2'-4" No I I 14" oc I I U I -12 R.R.R.R. IL'to O AAN2620 T-Ox 2'-0" No C.J. 6" oc 3 ADH2834 2'-8"x '-4" No DRAWING TITLE: -- IL_----� I I —I-- 1 J ACW2640 2'-6"x 4'-0" Ye 2ND FRAMING (15T FLOOR) Model Numbers Refer to "Andersen" A-Series, PG50, ---Dn - - Q 2x 6" o I I �' I 2 R., 16" oc N Low-E4 w/Argon Glass, Simulated Divided Light II, 2 8 C J.i ll6" o f cv (2) 9 1/2" LVL Hcr r2� 9 I�Z LVL H'rir\ 'i•;i 121 9 1/2" LVL Hdr. t JOB: wi : DOOR SCHEDULE R,4 J� MONE I I 1; 1 I ;I : 1 �, � RESIDENCE , 01 1: 1 \ 'o� i : I Roo l �/.• Unit Model # Width It Heoght I• I I; I I I ✓'I• n ' ' \f. I : I I k��'/.• i':i r-- 130 VILLAGE LANE O ' ' �' y 1 . 1 I 1 Front Door w/ Panel Sidelights 3'-0"x 6'-8" (Door) ORIENT, NY I: I X II ii� ndersen G 6 6f(R.O=.) hS. /.r I •I I; I 1 I I I ;1TOWN OF 0 %' SCTM 1000 IS 06 OL Frenchwood Glldin Patio Door l+ 1.1` .L 1 ; I 1JJ Z : , -----, 1 : 1 .•.\• %•.." 1 i •1 ; i — — Line of Rid I e; _ _ %i •—`,V— O O 3 "Andersen" FW 91 Patio Door lR.d� 6'-8 _ 0 Frenchwood Inswin J I ;I - •+ u „ ARCHITECT: v I•IJ I; I 4 Thermatru , Model 52102 , ,_ , Basement Door 3 0 x 6 8 (Door) �.. .. ................lil F REDERICK R. WEBER o 41 EAST MAPLE ROAD 1•I�- I : I I:I :I I , I :I , GREENLAWN. NY 11 140 CIA I I - I• I I •I 1 , I ;I 1 �I� Verifg Operation 52 NOYAC PATH WATER MILL, NY 11914 �l1 �- I • I � I; I I ;t I I ;I+-� II x p I• I � � I �I X + 1 _ x 1 N TEL 431 154-5555 ,��II � i: l rn N I• I II I .1 I; I I � I I ;1 I : I I: I I ; I I.I fweberarchitect9gahoo.com II `X Q1 II II I •I �-- 1I W Z I I I I I I 1 I ; I I; I I ;1 1�1 1 I; I I;I II 1 1 1 SEAL: II II I � I I �I (2) 9 1/2" LVL Hdr. (2) 9 1/2" LVL H j (2) 9 1/2" LVL Hdr. . (2) 9 1/2' LVL Hdr. (2) 9 1/2" LVL Hdr. FRAMING NOTES: ; T I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER co x 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. `4 ( CrR 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD —•—•—•—•— ; ` �` TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. (2) 9 1/2' LVL Hdr. ., �,M1`�`l,;`,,f,,•. 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING. SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. AUG 2, 2024 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. B REV.: NOY 10. 2023 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. '�`� DATE: SEPT 10. 2021 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. SCALE: 1/4" - 1'-0" 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D 8 12" O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" JOB NO: w202004 OR APPROVED EQUAL.12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 2ND FRAMING DRAWING NO. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS ( IST FLOOR ) SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 1/411 = 1'-O" D 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. st OF 51 ELECTRICAL NOTES : APPLIANCES : OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION It ALL UTILITY CONNECTIONS BY CONTRACTOR ELECTRICAL SYMBOLS FREDERICK 2- DIMMERS TO BE "DIVA" (Slidee Control), WHITE. I- RECEPTACLES t SWITCHES "DECORA" ILEVITON>, WHITE. I- RANGE: (0 BURNER DUAL FUEL, SC, BURNERS- PROPANE, OVEN- 30 AMP ELECTRIC SYMBOL DESCRIPTION ROBERT 3- ELECTRICIAN TO SCHEDULE "WALK-THRu" WITH OWNER PRIOR TO BEGINNING WORK. 2- MICROWAVE: DEDICATED/GROUNDED IS AMP RECEPTACLE 4- ELECTRICIAN SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT t CO DETECTORS. 3- REFRIGERATOR: 3(.", DEDICATED/ ROUNDED 20 AMP RECEPTACLE, (HIGH) DUPLEX RECEPTACLE WEBER 5- SECURITY SYSTEM AND MONITORING BY OWNER. 4- DISH WASHER: ELECTRIC t PLUMB114G 6- AUDIO/VISUAL EQUIPMENT AND CONNECTIONS BY OWNER INCLUDING CABLE TV, SPEAKERS 5- KITCHEN HOOD: EXHAUST FAN t DUCTWORK 0 W.P. DUP.REC.-WATERPROOF COMPUTER (CAT 6). WIFI, ETC. 6- WASHER: FRONT LOAD GFI DUP.REC.-GROUND FAULT 7- ON SHINGLEC WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. 7- DRYER: ELECTRIC DRYER 8- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. ® DUP.REC.-FLOOR ARCHITECT DUP.REC.-(I)SWITCH OPER. ELECTRICAL FIXTURES : PLUMBING � SPECIAL OUTLET - NOTES: 4 SURFACE MTD.-CLG. OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): Op SURFACE MTD.-CLG. (Porcelain) I- CHANDELIERS, PENDANTS, ETC. (LIVING, DINING, KITCHEN, ETC.) I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. 2- WALL SCONCES 2- ALL EXPOSED FEEDS AND ESCUT HEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. RECESSED-CLG. 3- SURFACE MOUNTED CEILING FIXTURES 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4- ALL DECORATIVE EXTERIOR FIXTURES 4- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT. WALL MOUNTED 5- PADDLE FANS 5- PLUMBER TO RUN AND CONNECT GAS PIPING FOR FURNACE, WATER HEATER, RANGE, GRILL, AND CLOTHES DRYER. C 5 DUP. FLOOD ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: 04 RECESSED DIRECTIONAL I- ALL PORCELAIN FIXTURES s� SHOWER LIGHT (Wet Location) 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES (4"0 "HALO"), HOUSING t TRIM (White) 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. Cs� UNDERCAB. FIXTURE 4- UNDERCABINET KITCHEN FIXTURES (LOW VOLTAGE, STRIP). ® ® DOORBELL/CHIME O EXHAUST FAN r , PADDLE FAN SPEAKER I TELEPHONE W O CABLE TV THERMOSTAT H -- - - - - -- -- ------� O SMOKE/CO DETECTOR V 1 — — — IHose Bib +�-�- I SWITCH W I I G�iI I j "Mini-Split" I I l I i i s SWITCH 3-WAY I I ewage j j - ---j HVAC I I I El I I I I I jector l' I I $ 4 SWITCH 4-WAY II I I I I I SWITCH W/ DIMMER I I II I I I I t I I I i $ w SWITCH . WATERPROOF JAMB SWITCH -P- I - - - - J I I I 4& .......... . . i - - -� - - - - - - -. I I I I I I I I I I I I A I I I I I I Dn I ..' i i 1 TV I I II I 2R Smoke I I I I I I I I I • I I I I I I I T VnAhI I Smo e I I I a 1 I II I I I Inv- I I I I I I YY I r-TI--,I I I LrgR tch' _ _ II I I I Ig Att Above DRAWING TITLE: -- -- - it II u` I ---- L_ I _Ji ti' -- r- -I Smoke/ I IL_____�I W/D i �A —�gg— ELECTRICAL I I II I I �I CO r y I CO- Smo k® IST FLOOR I I I I Dn 2R ----------I - BA5EMENT — T t. I 1 To list I I ov I I I r----� I IlooR I r1_ I r- I :I• II T - -L I -- - --------- -J GFI II :i0$40 - - FI JOB: I ;I I� I 1 1 I RAMONE RESIDENCE I I I I I ; I II I � I I;I I I r ,�� I I I I '� t i � � � � '✓•'I I I I ; I I: I I ; I (� I •I ul I 1LL 130 VILLAGE LANE ORIENT. NY GFI L— —J I I I I .1 11 I I\ TOWN OF SOUTHOLD I I I I : Pen lari SC ........................ TM 1000-18-OS-OL ` Smoke i i Chan 'l .—. —.—.—. i i i ; - - RHT Oh ARCHITECT: in FREDERICK R. WEBER Pe_d6t�I� I I II I � I I I .. ••....I I ' I : � I I � I I I ( I I I I I` LL 41 EAST MAPLE ROADHeatin Equip. to be 95% GREENLAWN. NY 11140 i i i i iEfficient i IL--- 52 NOYAC PATH WATER MILL, NY 11914 \` Gas-Fired Water I I I I ; I I I GFI I I I I I ; I I ; I I ; I I I He ter I I 200 Am I ( I I I I : I I :I TEL 431 154-5555 ( I P I Hose III I ; I •I Well Sum I I Service gib I : I I : I , :, fweberarchitect*gahoo.com r I Tank i er (� I I : I i ; i g 3 rFl SEAL: I I \ L----------------------L + -J--- ----------------------J P. III I I• f, u... a I ;...R,� III I I I 1I I I• r I J' '•; r i- i r--t -1 J y' � - I rL - - 14=� - L-------------- -. AUG 2. 2024 ELECTRICAL ELECTRICAL REV.: NOV 10, 2023 13ASEMENT IS '''�"I FLOOR DATE: 5EPT 10, 2021 5CALE: 1/4" - 1'-0" 1/4 - I,-0,� JOB NO: w202OO4 DRAWING NO. El OF El APPROVED AS NOTED DATE: B.P.# SITE DRAINAGE: FEE: 53� BY: FREDERICK NOTIFY BUILDING DEPARTMENT AT ROBERT 765-1802 8 AM TO 4 PM FOR THE WEBER FOLLOWING INSPECTIONS: 1. FOUNDATION - fWO REQUIRED DRU AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) FOR POURED CONCRETE = ll) 6' DIa. x 5' Deep w/ 3. INSULATION Traffic & PLUMBING ARCHITECT A HOUSE (REAR) 650 sf x .166 Rain IO�I.q cf Traffic Bearing Top I11.5 cf 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. B HOUSE (FRONT) 416 sf x .166' Rain = 0 cf (1) V Dia. x 4' Deep lu/ 89.2 cf ALL CONSTRUCTION SHALL MEET THE Traffic Bearing Top REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. House and Porch Roofs to have Gutters >t Leaders e Connected to Underground Drainage Structures (Typ.) A�{ � � ` 6'O Ring: 22.3 cf/Ft of Height - wr+ 8"�� 8'0 Ring: 42.25 cf/Ft of Height 21'-0" -' 4 '•fit ,6-f , (Overall) �`�'[® „ 8 —0 13 —0„ '^• F"'4 r"1�}� e r^,^ " 4 P•`4 41 (Proposed Addition) (Existing House) Areaway H C: .; 0 to Basement ,. 6 Floor Drain f� -�`,i Y . .� Si";'�TL i TOWN CODES N/F EHRLICH to Drgwell AS kLOUIRED AND CONDITIONS OF m 12' 0" ��-p" g- 3�_O" Tn, , SOU i HOLD AN ZBA W (12reds 1 ) y `r SOUTHOLD TOWN PLANNING BOARD Drop o C OO" t 1 lFo rng CT. Had r SOUTHOLD TOW'l TRU5TEZS �1 r__L_�_�_�_� _ _ _ _ _ Ral _ >0�xl� dx,........................................................ - �d`.i.DEC /Dr II` I Beam ; 3 i RETAIN STORM WATER RUN""FF Pocke I PURSUANT TO CHAPTER 236 g Pressure I %� �. I ► „ Treated Subfraile OF THE TOWN CODE. 2x10 F.J., 16 oc i r w r I I ( BR Wall I I I 1 I I 8 " Above Z I " 0 Ii TRUSS PLACARDING REQUIRED WI I 13 fZ.L' A I I °O Expand Existing j o I I c<1 I -� BASEMENT I I A .",. ..Z!! P:R:O:F':©:SEDI A9 I I Ln i i I New 4" P. Conc. Slab 1J AO>31TI:OK::I i I m. I I 0 ------�_--. O I w/ 6"x4" 10/10 WWF I I ��yy . . . . . .: -- o I I i All exterlo-lighting f-�--1 • • • • • • • • z CIA i i I I I installed,replaced or zz . . ... . . .. I r- I I II I 1 repaired shall conf or m 2x10 F.J., 16 oc to Chapter 172 3 1/2"� Steel 70 New (3) 9 I r of the Town Code P0 Col. onLp 13R - 30"O ym ) n 3x30"x12"� I I CID --I . . . .-.--.-.--- 2 P. Conc. II I I DRAWING TITLE :39' 2' 04 ` I —t FP' I p 5 ------- �n rs- STORAGE 2xlo F.J., 16� cc PLUMBER CERTIFICATION SITE PLAN FOUNDATION `1 ' L ON LEAD CONTENT BEFORE - CERTIFICATE OF OCCUPANCY 2x10 F.J., 16 oc 1 SOLDER USED IN WATER I I I NI I I I r ' --� o a, 51 EXISTING I-STORY _ I _ - i 8"xl6" P. r SUPPLY SYSTEM CANNOT Q ��--�\ v = 4r FRAME DWELLING 'n 4­10 -----J New (3) II 2') L L I FI . I I New (3) 9 1/2" LVL F J I I Conc. Pier m EXCEED 2110 OF 1% LEAD. O Orwell Q, C X 3.5 (Renovate) I _+ - - - _—— 'g _ UW (� I I i w/ (2) 3/8" x9" Stl. IE — I X _ 3.4' 31' I r--------------- •——-' L_ I w w Existing O I FF as-Fired ewage I j j I Blower door JOB: FRONT i I rnace w/ " Elector I „ „ I " O I 1 r nd ductwork RAMONE C Cod 8 -6 3 - .0 5 -8 Il -2 1 I RESIDENCE PORCH w `f I ' 28" In-Fill w/ testing;required. I I Heating Equip. _I__ 2xl0 F.J., 14" oc I i to be 95% r- � SPIT. ATH r . ., I I Efficient I I I 1 1 13 VILLAGE LANE I I Gas-Fir d - 00" UJ 5�.00 ,/-� " i s'-9" L_ J 8'-II„ I - I , " r a I i I Water I I I I Must prmide Id nualo 5 2/ _J II 1 8 I TOWN OF SOUTHOLD b 3 •Steel••••. •.•...•• Excavate Crawlspace i I New 8" P. Conc. F und. D,J and S as per SCTM# 1000-18-05-04 1 MECHANICAL pp I Wall w/ (2) 45 aar 30'x3Ql xl2" R�movl Existing BASEMENT p I I Top t Bot., 44 BarsNYS Energy Cade VILLAGE (� I J� �I I �� I I P. Conc. Ftg. �Fireplae Base, New �4" P. Conc. Slab ! I i 32" oc Vert., Damp roof ARCHITECT: X L A I `� I w/ OxV 10/10 WWF � � Below Grade (Tgp.) = I ry I ............ .......... `- lu R. EBER CK ,s i Existing 3x8 F.J., 3' oc I f 4REASTI MAPLEW ROAD Existing 3x F.J., oc Existing 3x8 .J., 3' oc New 18 x 10 P, Cc Ftg. w/ (3) u5 Bar c.o I I GREENLAWN. NY SITE PLAN w/ 2" Kegwag � p 52 NOYAC PATH \z I_ In-Fill w/ 00 I In-Fill w/ = I In-Fill w/ I I = 10 -O New 2x10 F.J., W' oc :3I New 2x10 F.J., 10 oc I New 2x10 F.J., IV oc I I WATER MILL. NY 119'iL \�� I 1 I TEL 431 154-5555 CLAUDIA i JULIEN RAMONE `i i 200 Amp ilte Well I I fweberarch Beam itectayahoo.com 130 VILLAGE LANE N i I Service Tank I Pocket HAMLET: ORIENT �, I ---------- ------ ----- ---- ------------ - I ...., .:. ._. TOWN OF SOUTHOLD aD , I SUFFOLK COUNTY, NY L------------------ - ---= -------------------- ---4 L _ _Jf L +_J2x Wall IP L_ , SURVEY INFORMATION: „ " y y 8 xl6 P a � 'I I I I• STANLEY J. ISAKSEN, JR. _ I III Conc. ier I x .4 ;;• . DECEMBER 18, 2001 1r-9" Ln (4) ill-4 N - 4` 1'-4q IP-9" i I 1 z C] I I0A0 P. Con . Pier, 3'-0" AREA: 3,990 SF (0.092 CNOTES: SCTM# 1000-018-05-06 —.—.— I i I I � I I 1 Below Grade ( in.) L r- x8 Girders --,J All Framing mt I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER SOUTHOLD ZONING: SQUARE FOOTAGE: Prof e of Step in Porch to be PARALLEL PARTITIONS AND AROUND ALL OPENINGS. Pressure reated R-40 (NON-CONFORMING LOT LESS THAN 20,000 SF) EXISTING: 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. EXISTING LIVING: 853 SF Front Section: 580 SF SETBACKS: EXISTING REAR PORCH: 101 SF Rear Wing: 2l3 SF DRAWING SCHEDULE '/ 3- ALL FOOTINGS TO BE A MINIMUM OF 3°-O'° BELOW GRADE. REV.: FRONT YARD: : 1 TOTAL EXISTING: 960 SF B T I- BASEMENT SLAB TO HAVE 6"x6" 10/10 WWF REINF. SIDE (BO(MINTH): ONE): 10' A4 PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. DATE: SEPT 10. 2021 SIDE (BOTH): 25' PROPOSED: DESCRIPTION 30'-6" REAR: 35' CONVERT EXISTING REAR 5- ALL STEEL GIRDERS BEARING ON P.CONC. „ LOT COVERAGE (MAX.): 20% PORCH TO LIVING SPACE: 101 SF Al SITE PLAN/ FOUNDATION FOUNDATION WALL TO HAVE 4"x6"A/2" B.PL. SCALE: I/4 ( G PROPOSED ADDITION: 61 SF (UNLESS OTHERWISE NOTED) TOTAL PROPOSED HOUSE FOOTPRINT: 1028 SF A2 IST FLOOR PLAN 6- ALL COLUMNS TO HAVE 0xlO"xl/2" B.PL. JOB NO: w202004 EXISTING FRONT PORCH: 38 SF TOTAL LIVING SPACE: 1021 SF cuN�Ess OTHERWISE NOTED) TOTAL LOT COVERAGE: I= SF (26.1%) A3 ELEVATIONS DRAWING NO. FOUNDATION F) LAN 2 I- STEEL SHALL BE ASTM A-36 (EXCEPTA4 SECTIONS � PIPE COL WHICH SHALL CONFORM TO A ASTM A53 ROUND PIPE). STEEL WORK SHALL SEE ZONING BOARD OF APPEALS DECISION 41497, JUKE 11, 2021 A5 CODE DETAILS x CONFORM TO THE LATEST RISC SPEC. FOR SETBACK AND LOT COVERAGE VARIANCES. SI ROOF FRAMING (IST FLOOR) 1/4" = 1'-0" Al El ELECTRICAL IST FLOOR PLAN OF AS FREDERICK ROBERT WEBER ARCHITECT e A4 8'-0" 13'-0" (Addition) (Existing) IT-0' 4'-0" 811 31_011 (12 Treads 12") (Landing) 7w1 ll el M in wl Quad Rail or Basement DrgwelleBel w ,_5N 2'-6" I-4,1 W R 0.= P, Co tam R. •G A o e E Ha d all ............................................. ........... V 1 WINDOW SCHEDULE W N Pitched 1 Flat I etched Pitched I Flat I Pitched Ceiling I Ceilings I Ceiling Ceiling I Ceiling I Ceiling 2 �I im �I I� Unit Model 4R O Area Egres ml I 61 16 = Opn9 O U 11 IU U I 1U W N o[ ADH2840 2'-8"x 4'-O" No I I I I I s c� BR I 31 I Ic I cl Ic ADH3250 3'-2"x 5'-O" Yes O 4" I 8'-4" 1 4N - - - - - - - A : O 30.... . .. - -I- - - - - - -�fF p I I I © ADH2650 2'-6"x 5'-O" No I C ,q4 11' O i A IP Remove !> i I I I I n% i - Existingo1 i i I I— p DO AAN2020 2'-0"x T-0" No I Porch u1 I I BR 2 ADH2640 2'-6"x 4'-0 No N i i 1 Reconfigure j i 30" i 3 EXlstlnA I O AAN2824 T-8"x T-4" No Interiot Walls I LAUND Yi N ( __ _-' I 26" _ @ AAN2620 2'-6"x T-O" No 4'-4" 1 4" 3'-0' 14N 26 2" 4" 33 " 4" I'-10'4" p 2'-101, 4" '� DRAWING TITLE- co ----- I i Linen i4 CL O iL----� 20 _____ 1, 1 •r Model Numbers Refer to "Andersen" A-Series, PG50, IST FLOOR H LL Low-E4 w/Argon Glass, Simulated Divided Light o 0 I:r----- -- p l l � v j Overhang I i 30" I .. cv Bracket Propane O n Fired _ /Pi: i Fireplacei�A \ Pantr Rlef'ri I ; I I ; I ,I ; I y ^I . i g• -�--, JOB: C14 \ I . 1 -- DOOR SCHEDULE I ; 1 I ; I I ; I II ; I RJ"IMONE i ; l I ; I \ I ; I ,I ; I • I ; 1 II I I ; I 1 1 Ove��Ia4 a��e�•l' A '°° o RESIDENCE co : I I : I '�. Po Roofl I .� /I ; I O C2 Unit Model #I ® , I ; I , :I I ;J 4 II ; I 1 ; I N Width I Height New Windows "Simpson". 11 r-- Simpson , Model 1504 3'-O'x 6'-8' (Door) 130 VILLAGE LANE in Existingg ' i L i i y i i Front Doors w/ Sidelights (2) 8'x 6'-8" (Sidelights) ORIENT. NY Opening (I gp.) ,: , , . , Profile,of d�j I, . , I: I I ; I Brick:Phimne \�� I ; I� / I I : I ' "Andersen'" , . , N y I Andersen FWHID2168S 2-7 x 6-8 TOWN OF SOUTHOLD 1 • I \ II • I I I ; I O Frenchwood Inswing Patio Door IR.O.) 1 ;1 I ; I Above I � I/ I I ; I �,-- 2 5CTM# 1000-18-05-04 II I I 'Andersen' I p I N I I I I 0 0 Andersen FWHID5068PALR 5-0 x 6-8 F I I 41VING ROOM � ¢ — g DIMING )ROOM i : i i Sink KITCHEN iv 3 `v O tr Lin f Rid e _ O O Frenchwood Inswing Patio Door (R.O.) ARCHITECT: ' ,l-�•— —. .—.t.—....�.—.—.—.— —. CO I I r 1 ;1 I ;I ' I;; I ' I ; I I I I Op N a ., , : , , . , , ,: , n Above 4 Thermatru , Model 52102 3'-0"x 6'-8" (Door) Remote E'Aisting Ceiling, , : , , , , ® O Basement Door 3 -3 I I 1 • I I ; I O en 5 c to Rafters I • I I ,_____ I I p P�:. FREDERICK R. WEBER Existing I I ' ' ' I : I Above w. . IBeams I I ; I I , ; I g '- ' ' ' ' Rafter Tied ' ' ' IOW ' ' i * Verify Operation 41 EAST MAPLE ROAD I ; I I ; I I_ � ;I I I ; I Bay 1 1 I 1 I I ; I • ; GREENLAWN. NY 11140 Remove Nisting Interior 11 I ; I I; I Walls I f;irplace 52 NOYAC PATH I 1 ' • ' ' ; ' ';; ' ' ' ' ': ' WATER MILL. NY 11414 ® CiZ TEL 631 154-5555 fweberarchitectsgahoo.com N I ; I I �I •• I I � I II �-- I I I I I I I I 1 Ln Cn II I � 1 I;: I � I II ' I ; I I ; I I•;1 I; I 1 : 1 I ; I II I;; I I; I ; I ' iti SEAL: OA A A New Windows O O in Existingg O FRAMING NOTES: const�nc : Opening (Typ.) ` Match I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Existing Rail 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. w 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4 MIN. THICKNESS. ALL EDGES OF PLYWOOD Match cw, Y TO BE SET ON ,SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Step Existing Post 4. ALL HEADERS 6'-0' AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL 13-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. II'-10 1/2" 6'-9" II'-10 1/21, PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. B REV.: 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. A4 DATE: SEPT 10. 2021 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL KEY: AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. SCALE: 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D 8 12" O.C. INTERMEDIATE. NOTE: Existing Frame Wall JOB NO: w202OO4 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. EXISTING (2) BEDROOM SINGLE FAMILY DWELLING, IST PLAN O New Frame Wall 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, INTERIOR WALLS TO BE RECONFIGURED BUT TO FLOOR �j, DRAWING NO. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS REMAIN A (2) BEDROOM SINGLE FAMILY DWELLING y SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR = I1-01, PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. A2 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF A5 FREDERICK ROBERT WEBER ARCHITECT - - w --- 12 L2i3 ------------------------------------------------------CZ I Vurwifn `„r] F—+ rT, I—+-1 i F--I -------------------=------------------ --------------- --------------------------------- Z-N I / I I I ew Uirect AlaskanII � Vent I SidemillI I I E I I I I Guard Rail O I I ! ----- - -- ------ ---------- ----------------------------------- ------------- — --- — ------------------- m `Bluestone Cap rr— --,�� Areaway Stair _; J I I I I I I I I I I I I I L____--J I I III I �I I w/ Wood Rai r _J I I I I I I I j i i I I I I I I J I I ; r—————— I III �i1 I I r— I I I I r� LI 1 r-—————— I I IlIII IIiI II1II1 I;lI1 Ii1iI��I♦_--`�II —J r— 1 Jr— II II I II I 1I I J 1 14 1 1 I I �t I J r——————— Ir —————— F— I _ `_-----r WEST ELEVATION NORTH ELEVATION I ————— III DRAWING TITLE: I I - Ir_Orr I! Ir_Orr t- ------ ELEVATIONS '--- I I ---- -- ' -- ' --- - I I I I I ` J Drop Footing Areaway New Veneer Brick Chimney to Match Existing JOB: MONE ------------------------------------------------------ New lx6 "Azek" Rake Bd. w/ RESIDENCE Shingle Mold 130 VILLAGE LANE ORIENT. NY TOWN OF 50UTHOLD Ix6 "Azek" Fascia 5CTM# 1000-18-05-04 Existing o Re—Roof Ke—Koot Bd. w/ Gutter t IxB "Azek" Frieze Bd, . ................................................ . . ....... I ........... 5/4x4 ARCHITECT: ver an w I Corner , Bracket I � I "Andersen", A Series FREDERICK R. WEBER i Alaskan Yellow I Windows w/ 5/4x4 41 EAST MAPLE ROAD i Re—trim Existing "Azek" Casing GREENLAWN, NY„11140 ShinglesCedar idewall Porch Structur I rb over 6, SDL, w/ New Decking I A A A ,q 2 3 3/4" Wide Mullions) 52 PATH WATER MILL, NY 119%. Alaskan Yellow Cedar �\ O Sidewall ShinglesWood Deck TEL 631 154-5555 i I fweberarchitectoyahoo.com 4::"______� ------------————— P. Conc._---- ----- ——————— -- — -- — �7 Stucco Finish SEAL: L------- I r------- Fi +, h �, r-i r� h ---_--� L T LJ Li LJ IJ J J __J Li LJ_ 1J tf l L------- I r 1 I I I I I I I 1 I I I I I I I I L------; I SOUTH ELEVATION � � � EAST ELEVATION 1 ------- I n — r I I I I I I I I I u r n 1 I t-------.r, L I/�f — I -Ou I I I I ri L_ REV.: NOTE: ELEVATIONS AS APPROVED BY THE DATE: SEPT 10" 2021 SOUTHOLD HISTORIC PRESERVATION COMMISSION. SCALE: 1/40 - I'-Ow JOB NO: w202OO4 DRAWING NO. A3 OF A5 i RD E C E "fl E FREDERICK OCT 1 9 2021 FD ROBERT BUILDING DEPT. WEBER TOWN OF SOUTHOLD ARCHITECT New Asphalt Shingles on 304 Felt w/ Ice Strap Ridge t Water Shield 8 24" 12 1 I/2" Closed Cell 5 1/2" Closed Cell LAO Ridg Wide Roof Perimeter Strap Ridge Asphalt Shingles Spray Foam 1R49) Spray Foam (R36) ° Existing Ix10 r, 5 I/2 2x10 Ride on 30tt Felt w/ Ice Roof Sheathing W g Existing 9 e : ::.:::::.::: ::.:::::.:: ::.......... :........... ............ ............ ............ ............ ............ ............ stin x ......::::: 3 5/4x4 t Water Meld 2 :.......... ............ ............ .. ...... ............ ............ ............ .:::::..... ......::::. ....::::. ....::::. :::::. :::::.:::. .::::.::::. 9 S 4 T l Wide Roof Perimeter ;.•;::.. Rafters 4' oc (t) V 1/2" PI wd. ......;.:.• °::::: ::ss»:::.., 9" Infill w/ 2x6 R.R.. 16"oc Gusset ::::: "` ;;:::;::;... 5/8" PI wd. Sheathfnq ew I/2"Ag. WB Between Existing Rafters ATTIC 1 I/2" Closed Cell 2x8 R.R 16 o O =_ 8" S ra Foam (R49) 19 : 2x8 R.R. id"oc ;:;t�';:'::�:;. P y �,..;o>>.::. � x ` ;o o...., Ix 6 TEG Bd. ` " - ::... urricane Strapa I Existing 4x6 2x8 C.J., 16 oc t& n't� : 3x8 C.T., it er ide"o _ o Wall IE :�:.:::.... ::;; ::>::;:::::.. All Roof Rafters 6x12 Rafter Top >s>:;:.. 2x8 C.T.. 16"oc .......... ....... ....... ....... ....... ....... ....... � 6>d2 Beam Rafter u/ l3) 3/4 Bdts 5,oc (t) O � _:.:; " ,�Ixd "Azek" Fascia Bd. 1 Remove Ixl2 Attic `1 -------i------------ ------ ---- - Half Round Alum. Gutter C4 I 2x6 Reverse " ___ _ floor=Boards t=Sava= 5/8 GWB -�_ 2x8 C.J.. 16 0 --------- -------------- _ _ Ix Fascia I Rafter, 16 oc �IX6 TtG Soffit = _� -*-- -•�• ________ ______ Ix8 "Azek" Frieze Bd. Remove 5x4 C.J. Remove Knee Wall 3 1/2" Closed Cell 5/4x4 O S ray Foam (R23) I-�--I rr Alaskan Yellow Cedar Corner Bd, _ Sidewall Shingles - CL. o m in " 304 Felt BR 1 ; ❑ STAIR GREAT ROOM - , 8 -9 1/2 2x4 Stud Wall, 16"oc °D Sloped Clg. `� k 0O w 00 3 I/2" Closed Cell Over Starr '- w POR H BR I B I E2:] Spray Foam (R23) as Req'd. Existin 2 I 5/8" GWB 11' 4" Plank Subfloor '+ I = 3/4" Plywood Subfloor Termite Shield 2x10 F.J., IG"oc (Existing Interior [mt.) O 2XIO F.J., 16"oc O Sill Seal 11 -- -- 2x6 Pressure -----� WF Girder N Treated Sill !8'-2" " I } WF Girder " I .. Existin 3x8 9/8 0 x16 A.B., I I (3) 9 1/2 LVL WF Girder F.J.. 3'q oc I - I 32"oc, 2x2 Washer Infill New 2x10 2" Closed Cell Down I R I I Spray Foam (R13) I I 1 :: " " " F. , IL"oc New 8" P. Conc. BASEMENT J New 8" P. Conc. Found. 0 3'-8" 8' t 13 -II 6 -5 5 -10 II -1 Found. Wall w/ (2) tt5 -----moo -� BASEMENT O I Wall w/ (2) 45 Bars ao (Y ITop t Bot., 44 Bars -----as Tod t Bot., 44 Bars 2" Closed Cell 32" oc Vert. ------- � 32 oc Vert. I i 1 Spray Foam (R13) ------- i E—Dampproof Below Grade I _-_--_ : New 4" P. Conc. Slab I I i I New 4" P. Conc. Slab DRAWING TITLE: j w/ 6 x6 10/10 WWF I I I w/ 6"x6" 10/10 WIUF it •I• ' •I• New 18"x 10" P. Conc. I i —4- E - •I. New 18"x 10" P. Conc. SECTIONS O Ftg. w/ (3) tt5 Bars I I I . . • Ftg. w/ (3) 45 Bars w/ 2" Keyway (Typ.) --J L--__, w/ 2" Keyway (Typ.) 12'-0" 4'-0" •I• 21'-0" AREAWAY STAIR 21'-0" 18'-4" SECTION AA_ SECTION 13B- 1/4" = 1'-0" JOB: RAMONE RESIDENCE 130 VILLAGE LANE ORIENT, NY BUILDINGENVELOPE: (Climate Zone 4) TOWN OF SOUTHOLDSCTMtt 1000-18-05-04 GLAZING: "Andersen A- Series, U= 0.30, SHGC= 0.21 Existing 3x5/4x4 WALLS: 3 1/2" Closed Cell Spray Foam= R23 Rafters 4' oc (t) ROOF (Cathedral). 5 1/2" Closed Cell Spraq Foam= R36 ARCHITECT: _ ROOF (Attic): 1 I/2" Closed Cell Spra Foam= R49 8" � FOUNDATION WALLS: 2" Closed Cell Spray Foam= R13 6,_q„ Existing 4x6 FREDERICK R. WEBER Top Wall fE 41 EA5T MAPLE ROAD p GREENLAWN" NY 11140 GAS-FIRED HEATING EQUIPMENT: 95% EFFICIENCY I `i N 52 NOYAC PATH LIGHTING: 90% LED APPLIANCES: ENERGY RATED WATER MILL, NY 119U AC EQUIPMENT: SEER I6 TEL 431 '154-5555 4XIstingg 3x5/4x4 fweberarchitecta ahoo.com 8'-9 I/2" Li' SEAL- OD _� I ExrsUn�q 3x8 3 oc F.J., Existing DirtCrawlspace r' REV.: OCT 14, 2021 EXISTING SECTION DATE: SEPT 9. 2021 SCALE: 1/4' = 1'-O' JOB NO: w202OO4 DRAWING NO. A4 OF AS SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE a EACH RAFTER FREDERICK ICE SHIELD UNDERLAYMENT Joint Description Nail Sizes Nail Spacing ROBERT REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4 - 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end ! WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d per foot Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE Stud to Stud (Face-nailed) 2 - 16d 24" o.c. CLIP NAILED. FROM PROVIDE 8d COMMON 99 ALLTal METAL STRAP Header to Header Face-nailed RAFTER TO STUD. - a ALL JACK POSTS ( ) 16d 16'° o.c. along edges NAILS 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP WALL PLATES 2 - 16d per 2x8 stud APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d 1'2 per foot EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS TYPICAL FLOOR FRAMING F-�-� aMST31 METAL STRAP JACK P05T Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist MST21 a STUDS = Bridging to Joist (Toe-nailed) 2 - 8d each end Blocking to Joist (Toe-nailed) 2 - 8d each end s�-I w/ 4 - Sd NAILS 48" O.C. SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block EACH END - TYP. 11/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP a32" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d, per joist MAXIMUM. Band Joist to Joist End-nailed �4 FLOOR JOIST Band Joist to Sill or TopPlate Toe-nailed 3 - 16d 1 per joist P ( ) 2 - 16d per foot TT�� V1 DOUBLE TOPS PLYWOOD SHEATHING ROOF SHEATHING W PLATE TO OVER LAP BOX HEADER BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone 2 x 6 alb" O.C. 51MP50N MTSA 18-Z W/ other 6" o.c. edges of STUDS (6) 8d NAILS TOP t panel , 12" o.c. interior BOTTOM a 32" O.C. of panel r'� Diagonal Board Sheathing 1" x 6" or 1" x 8" 2 - 8d per support SECTION ELEVATION 1" x 10'° or wider 3- 8d per support CEILING SHEATHING 0 � Gypsum Wallboard 5d ' J7" edge /10" field �SIMPSON MTSA 18-Z W/ WALL SHEATHING (6) 8d NAILS TOP t BOTTOM a 32" O.C. I _ Structural Panels 8d (see table 3.9) Fiberboard Panels SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ Z /16" 6d 3" a 6" field (6) 8d NAILS TOP t (6) 8d NAILS TOP t edge / BOTTOM a 32" O.C. FLOOR JOIST BOTTOM a 32" O.C. 25 /32" 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE ;. a = TOP OF FOUNDATION 8d NAILS O.0 - ,°4 Gypsum Wallboard DRAWING TITLE. (SHEATHING TO LAP ILL , .. . ... :• .. ....-.. ....... S • • YP edge 10 field -,. :'r REBAR '•,:�> ,�- Hardboard 8 see table .r- ( 4 Vj � •' •'4 Particleboard Panels s 8d (see table 39 CODE DET 41 L S(2) 2 x 6 ILL PLATE CO PPER TE RMITE SHIR D r Sheathing A E a CQ TREATED. .'•s': :•.•` Sri•' .�•; 9 e iF• rT%. ILL EA T w/ S Y Diagonal Board S !•S ri i•�r ''• . 1 x6 o r1 x8 , 2 -1 '::=• 8d Per support ort 1" x0" orw der Per supportSEE FOUNDATION DWG. :y. ..i: •r•'' :•'.. t j'. 1• /REI FOR IN ":; '•'•'R DE I N N C G FOR S g:• FLOOR L00 SH EATHING G Structural Panels 5/8" x 16" A.B. 932" OC. 1" or less 8d 6" edge /12" field w/ 2"x2"x3/16" WASHER. greater than 1" (HOT DIPPED GALV. OR g 10d 6" edge /6" field STAINLESS STEEL) HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Diagonal Board Sheathing JOB: ISOLATE WASHER FROM 1 x 6 or 1" x 8" 3 gd per support R,4MONE per support RESIDENCE SILL PL W/ FELT STRIP 1" x 10" or wider _ 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall 130 VILLAGE• LANE be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. ORIENT, NY 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 - 16d nail per foot. SCTM# 1000718-05-01 a a a ARCHITECT: _... ._ W ::>:>.'. ,: FREDERICK R. WEBER "I .:I ;':. �,r....;>` : : :;?;: 41 EAST MAPLE ROAD t.... :'I .. `.... REENLAWN. NY 11140 DESIGN CRITERIA: 52 NOYAC PATH h 1 > h WATER MILL, NY 11914 ( " /:``;.;» >:::::: GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 631 154-5555 (';: ': ::•::;:' ..::•:: 10 ( O 30 " " FIRST LEVEL - 40 PSF. L.L. Fweberarchrtecta ahoo.com "" ;::;::;;::::s.;:.::.;:: 1 1/4 x 20 GA. GALV. STRAP 1 1/4 x 20 GA. GALV. STRAP FROST LINE DEPTH - 36 �J ....::.....�' LIVING AREAS - 40 PSF. L.L. .>�:___ _ r._1:: :.:. . .:,, .,,, ,,, .•� 't>t'`::;,, w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN TERMITE - MODERATE TO HEAVY • • • ..... '° `'" EACH END a14" O.C. EACH END a16" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: a Pa a WIND SPEED - 130 MPH I I/4" x 20 GA. GALV. STRAP GABLE ROOFS HIP ROOFS w/ 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES ° FDN. 916" O.C. w/ 5-8d COMMON NAILS IN e k 10 10°( 0 30 ° EACH END alb" O.C. a a s a PROVIDE 8d COMMON NAILS 9 4 O.C. AT HIGH PRESSURE ZONE - 6" O.C. DESIGN CRITERIA: ;!:: :;;:•:':;:;; i;::::;; ;;:: ,o AT ALL OTHER PORTIONS OF ROOF ?:::1 f.:: :<:>:I li:>:> TYPICAL. DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME .:. ' i.:;`.;: CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. ?.. I.......::... A i:. XA ?I I?> '` f ': 2 0 MAX. `.. ,, 1a 5 ':::i ........... (:'::' w °R WINDOWS - GLAZED OPENING REV.: 4 ����'y�� 2'-0" MAX. I:i: kic �ai'�fc�-`' �:::::::::_:: -- W ram ° ` 2 - d COMMON DATE: SEPT 10. 2021 f• r : EXTERIOR - a, !! 4 ,'.3 � . NAIL TO SILL X RIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE PROVIDE 8d NAILS � O.C. AT PERIMETER INTERIOR �<:,��.��,:, a SCALE: AS NOTED �; 3 PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM PORTIONS OF PANELS IN HIGH PRESSURE ZONES. ` E 199L AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT � JOB N0: w202004 GABLE ROOFS ;u' «2 RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED A5 OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, It" OC 10 ( 0 � •45 NOTE a = 9 FT. IN ALL CASES �° `t�s �����'f DRAWING NO. FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' e�:��`•' elf; COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A5 OF A5 FREDERICK ROBERT WEBER ARCHITECT e A4 • � I Q I (2) 2x8 Hdr. (2) 2x8 d . (2) 2x8 Hdr. WINDOW SCHEDULE W I I I •: I I E Pitched v 1 Flat i j F�itched Pitched Flat j u Pitched Ceding [QI Ceiling I Im C�eihng Ceiling ml Ceding I� Ceiling Ui I I I m I chi I Q, Unit Model # R,p Area Egres , I I IU UI IU P 9 v` �of 2x8 R.R., 14' oc i i j I �1 12x8 R.R., IL•10? ® ADH2840 2'-8"x 4'-0" No c, 1 1 17 U -1 2x8 C. I Ibl"-`o• ca -'I �-' © ADH3250 3'-2"x 5'-0" Yes > -P - i - - - - - - - - - - Q3 1 A II i- - - - - - - - I I I `2 i i A © ADH2L50 2'-L"x 5'-0" No II I -I- A4 I1 i n 1 j ¢xL R. . -2x6 R.R. > A4 O AAN2020 2'-0"x 2'-0'° No III j I I I L' oc o IL" oc I I ADH2L40 T-L"x 4'-0" No °- 11 N AAN2824 2'-8"x 2'-4" No 2�6 R.4 IL" oc I U I __ _ 12x8 R.R. IL"to OG AAN2420 2'-L"x 2'-O" No 1 I ' r+ •2x8 C.J.111" oc I 1L------II --� I I I a Model Numbers Refer to "Andersen" A-Series, PG50, 2ND FRAMING Low-E4 w/Argon Glass, Simulated Divided Lii ht = g (IST FLOOR) i I 2 R., 16 oc �x _ 2x 6" o °O :1 FINO 2 8 C i.1. I U 1; 2) 9 1:/7 LVL Hdr. (2) 9 I/�I;": i LVL Hdr. I;I I• I I• I I I• I A P ,:1 +I '' 11 I I: - -- JOB: SCHEDULE00 A VI; DOOM SC I V O I; I I• I II 1 � R,4MONE IOv I L'' X RESIDENCE P. RO° I ,�/'' N Width ! Height i I: I �I; I r:I Unit Model # �I:� (Y s i: i i; i''•.•\d�.i i: i Qua ii N � N I; I x I Simpson , Model 1504 3-0 x 4'-,8' (Door) 130 VILLAGE LANE ') �i: i N I: I I• I \ L� 1• I y.. '' I; 1 i Front Doors w/ Sidelights (2) 8'x 9'-8' (Sidelights) ORIENT. NY I; I � I•I I: I �� II� I •1 .• I• I '� /•''' "Andersen" FWHID2105 2'-Tx L'-8' a ` ' x ' ' '= ' ' I ' ' ' I 2 TOWN OF SOUTHOLD ' ' ' '= ' I -- C Frenchwood Inswin Patio Door (R.O.) SCTM# 1000-I8-05-04 �+ ` � i I� I I. 1 �--1-�-' ''•.•'�.✓�r.•' 1 I:1 Andersen FWHID50L8PALR 5 0 x L 8 "Andersen" , • , " x' ' Lin • f Ridge 3 _ _ diI_i 1: 1 i_� Frenchwood InswingPatio Door (R.O.) ��—•—•—•^i. i •—•—•—•—•—i•—•—•—•t• •t•—•—•—. i—I. i I• i —I ® ARCHITECT.Moe 52102 --= '• ' O O 3'-0"x 4-8" (Door) Basement ""0°' i i i i i -- FREDERICK R. WEBER cv - �': ' :o I: I I: 1 1 , I; 1 i * Verif g Operation 41 EAST MAPLE ROAD cv cr };ii ' GREENLAWN. NY II14O iN wl; l � I i i ai i i i i i i i i i 3: 52 NOYAC PATH ; oc .0 ;: ; ; ; I i I I oo WATER MILL. NY 1191L •�+ x,: , im x I:I 1 I I• I I I � I; I ICI I: I I; I TEL 431 154-5555 fweberarchitectmyahoo.com '--- 1� 1 I; I I� I 1- II I: I I SEAL: II II I- 1 1I I� I (2) 9 IA' LVL Hdr. (2) 9 1/2" LVL H (2) 9 1/2" LVL Hdr. (2) 9 1/2' LVL Hdr. (2) 9 1/2' LVL Hdr. FRAMING NOTES: J > �. � �`. I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER i ` r 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. _� `� 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. i (2) 9 1/2" LVL Hdr. 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ! 3-2x8 IN L" WALL OR AS SHOWN ON DRAWINGS. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED e 8'-0" O.C. PROVIDE 2" SPACE: FOR AIR CIRCULATION IN ROOFS. 4. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. B REV.: 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. '°`4 DATE: SEPT 10. 2021 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2xL STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. SCALE: /4" I'-O" 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND LD 9 12" O.C. INTERMEDIATE. II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" JOB NO: w2O2OO4 OR APPROVED EQUAL. 2ND FRAMING 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, DRAWING NO. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS ( IST FLOOR )_ SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING. STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. I/4" = it-Oil D 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. S1 1`y OF 51 ELECTRICAL 5YM13OL5 FREDERICK ELECTRICAL NOTES : SYMBOL DESCRIPTION RQBERT I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. DUPLEX RECEPTACLE WEBER 2- DIMMERS TO BE "DIVA" (Slide Control). WHITE. W.P. DUP.REC.-WATERPROOF 3- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 4- ELECTRICIAN SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT it CO DETECTORS. GFI DUP.REC.-GROUND FAULT 5- SECURITY SYSTEM AND MONITORING BY OWNER. DUP.REC.-FLOOR ARCHITECT 6- AUDIO/VISUAL EQUIPMENT AND CONNECTIONS BY OWNER INCLUDING CABLE TV, SPEAKERS COMPUTER (CAT 6), WIFI, ETC. DUP.REC.-(()SWITCH OPER. -I- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. 8- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. SPECIAL OUTLET O SURFACE MTD.-CLG. ELECTRICAL FIXTURES : Op SURFACE MTD.-CLG. (Porcelaun) OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): -(�- RECESSED-CLG. I- CHANDELIERS, PENDANTS, ETC. (LIVING, DINING, KITCHEN, ETC.) b WALL MOUNTED 2- WALL SCONCES (30 DUP. FLOOD 3- SURFACE MOUNTED CEILING FIXTURES 4- ALL DECORATIVE EXTERIOR FIXTURES RECESSED DIRECTIONAL 5- PADDLE FANS s SHOWER LIGHT (Wet Location) ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: UNDERC•AB. FIXTURE I- ALL PORCELAIN FIXTURES DOORBELL/CHIME 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES (4"0 "HALO"), HOUSING t TRIM (White) ® 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. EXHAUST FAN 4- UNDERCABINET KITCHEN FIXTURES (LOW VOLTAGE, STRIP). W PADDLE FAN APPLIANCES : -� SPEAKER OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR; TELEPHONE I- RANGE: (6) BURNER DUAL FUEL, 36", BURNERS- PROPANE, OVEN- 30 AMP ELECTRIC i I O CABLE'TV 2- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE 3- REFRIGERATOR: 36", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) THERMOSTAT H 4- DISH WASHER: ELECTRIC t PLUMBING SMOKE/CO DETECTOR ° 5- KITCHEN HOOD: EXHAUST FAN t DUCTWORK Hose O 6- WASHER: FRONT LOAD Bib I $ SWITCH W -I- DRYER: ELECTRIC DRYER I� \\ I I 13 SWITCH 3-WAY SWITCH 4-WAY G SWITCH W/ DIMMER PLUMBING NOTES : W $w SWITCH WATERPROOF j i i i I I I JS JAMB SWITCH I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. I I I 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. -_-p _� - - - - I I I I O 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT. n 5- PLUMBER TO RUN AND CONNECT GAS PIPING FOR FURNACE, WATER HEATER, RANGE, GRILL, AND CLOTHES DRYER. i I.. TV I I .�• I I ''•1 II I I I I• I TV I I I i -- —I O(D D 3 I I II I 0 • � I � l i I L-- --' 11' I I I II DRAWING TITLE: It----_d W/D ELECTRICAL IST FLOOR To t. I ' II T 41 I I ylll _ I I ---- � I I; I 1 1• I I 4 3 3 I;I 1 GFI • A P '• ' ' ' ' \ TV Ref,.: 1 JOB: , �-- 11, 1: I; I R A S O N E •1 I: I I I: I I; I . ' �' RESIDENCE '�7' •I:I I: I I: I : I � I: I 1:1 P dant 130 VILLAGE LANE ORIENT, NY ':' 1; 1 I• I I• I 1• I \ ':' �•1 I� 1 \ .1. 1 i Pendant TOWN OF SOUTHOLD I; I I;I I I 11 I I 1 I I I I -SCTM# 1000-I _^ ==•I;� 1: 1 1 I i=I _ \ li 1 i i i 8 05-OL 1: 1 1 1 �e R i 1 H 0 In ARCHITECT: II I� I I- 1 � II I I� I Pe-dan ' ......... .. . . .. . ...... FREDERICK R. WEBER P n ant D i i ' 41 EAST MAPLE ROAD GREENLAWN. NY 11140 i I; I I; 1 1- 1 1. 1 I �---.•- 1; 1 1`'J I: i I I 1 -- 52 NOYAC PATH I:I I• I I• I I WATER MILL. NY 11916 li I; I 1; 1 1•• 1 I.1 I�I 1=1 I I 1' : 1 GFI TEL 431 154-5555 1; 1 I I I- I I� I I� I ("lose I 1; 1 I I I- 1 I� I I� I Bibfweberarchitect� ahoo.com y I; I I I I- 1 I: I 3 1: 1 ' SEAL: 1✓( v i•i � , i� ELECTRICAL REV.: IST FLOOR DATE: SEPT 10. 2021 SCALE: 1/40 - 1'-0, 114" _ it-UI . JOB NO: w202OO4 DRAWING NO. E I OF El