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of so�Tyo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd CouNV, Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45838 Date: 12/15/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 80 West Dr Southold,NY 11971 See/Block/Lot: 5 8.-2-16 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/05/2024 Pursuant to which Building Permit No. 50390 and dated: 03/05/2024 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: addition and alterations, including deck, to existing single family dwelling as applied for. The certificate is issued to: Mitchell Maghakian,Nancy Maghakian Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50390 09/24/2024 PLUMBERS CERTIFICATION: Jose Jimenes 11/12/2024 r uth ri ed ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE SOUTHOLD, NY �L 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#: 50390 Date: 3/5/2024 Permission is hereby granted to: Maghakian, Mitchell H 236 N Idaho Ave Massapequa, NY 11758 To: Construct alterations to an existing single-family dwelling to include HVAC system, window and door replacements�and roo_f,,_siding_and-deck-repairs_as applied for per Trustees approval. Flood permit required:-Arne`nd#dtk7/2-2/24ztd-include.d6'dk rebuild-and-, .r Jfront stair a'te_r_ation. At premises located at: 80 West Dr, Southold SCTM #473889 Sec/Block/Lot# 58.-2-16 Pursuant to application dated 1/5/2024 and approved by the Building Inspector. To expire on 914/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,245.00 CO-ALTERATION TO DWELLING $100.00 Flood Permit $150.00 ELECTRIC $100.00 U_Ak-MENDMENT TO PERMIT $155-0u Total: $1,750.00 Building Inspector o�SUFFo`�c`c TOWN OF SOUTHOLD j� aye BUILDING DEPARTMENT y 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#: 50390 Date: 3/5/2024 Permission is hereby granted to: Schroeder Family Trt 80 West Dr Southold, NY 11971 To: Construct alterations to an existing single-family dwelling to include HVAC system, window and door replacements and roof, siding and deck repairs as applied for per Trustees approval. Flood permit required. At premises located at: 80 West Dr, Southold SCTM # 473889 Sec/Block/Lot# 58.-2-16 Pursuant to application dated 1/5/2024 and approved by the Building Inspector. To expire on 9/412025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,245.00 CO-ALTERATION TO DWELLING $100.00 Flood Permit $150.00 Total: $1,495.00 Building Inspector O��OF SO(/ryo! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� a0 Jamesh southoldtownny.gov Ilky�OUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mitchell Maghakian Address: 80 West Drive city:Southold st: New York zip: 11971 Building Permit* 50390 Section: 58 Block: 2 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Retrofit Electric Inc. Electrician: Jason Muralles License No: ME-60131 SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 25 Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 10 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 20 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO Transfer Switch LIC Lights 13ft - Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 25 4'LED Exit Fixtures Sump Pump Other Equipment: 1 fidge, 1 dishwasher, 1 hood, 1 micro,1 gas oven , Notes: KITCHEN / LIVING ROOM Inspector Signature: 6a Date: September 24, 2024 80 west dr - toF sooryolo Town Hall Annex ,Qy, Telephone(631)765-1802 54375 Main Road '1� Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 COUNiV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD 0, } N OV 1 8 2024 CERTIFICATION ! Date: Building Permit No. 50 3 a0 Owner:_K ag ha �jd vj (Please print) Plumber: J bSR (Please print) ! I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 1119r, ers Signature) 77 � Sworn to before me this y day of �� 20 PAUL C CAPERNA NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01 CA6151160 Qualified in Suffolk County Co Notary Public, �� J ( � County Commission Expires August 14,20 1 I i i hO�a0FS0UlyO� — T WN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . J: [ ] FIRE RESISTANT CONSTRUCTION_ [ ' ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ] 'ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE / 2 INSPECTOR Q pF SOUlyolo TOWN OF SOUTHOLD.BUILDING DEPT. coorm,��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE .& CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6 4 r DATE �� L-;oeiINSPECTOR OF SOUly�loZILDING* TOWN OF SOAkLD DEPT. °`y o�►�,� 631-765-1802 I NSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [.. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [P(] ELECTRICAL (FINAL) [ . ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: ✓l, ro�eG�ro 4000- ' "sa.5 Ora f h ivy bu%'AA oc4 nod A t_0+60� 116&t O DATE oC INSPECTOR ` t a0F50UTy 010 We oS I TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND` [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] 'CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: /// �v _ DATE qlo?q q -INSPECTOR \i OE SObtyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [XROUPLBG. FOUNDATION2ND [ TION/CAULKING FRAMING /STRAPPING _ [ [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION-- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O- [ ]. RENTAL, REMARKS: (1) bt ih &--)�ArA3 V�Qq K �vs- :6 D'�n& DATE INSPECTO (3 U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No.1660-0008 Federal Emergency Management Agency Expiration Date:08l30/2028 � i> 9 Y 9 1 `J National Flood Insurance Program CJU59 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Copy all pages of this Elevation'dAflicate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. ,�'� � � � � ,,.�� �,,,,��SEGTlO �;�=�#���OP..EI•t'f7[1�1�ORM STIO��,t> � �xq.', �� �� FOR'INSEJRANCE CfJMPANY�l73E Al. BuildingOwner's Name: MITCHELL MAGHAKIAN I?ai�cy Number A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No.: Gonlparty NAIL Nuimber 80 WEST DRIVE City: SOUTHOLD State: NY ZIP Code: 11971 A3. Property Description (e.g., Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: S.C.T.M.# 1000-58-2-16 1 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.): RESIDENTIAL A5. Latitude/Longitude: Let.41-04'-00"N Long.72-27'-32"W Horizontal Datum: ❑NAD 1927 ®NAD 1983 ❑WGS 84 A6. Attach at least two and when possible four clear photographs(one for each side)of the building(see Form pages 7 and 8). AT Building Diagram Number: 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): 1,316.00 sq.ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ❑ Yes ® No ❑ N/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade: Non-engineered flood openings: Engineered flood openings: d) Total net open area of non-engineered flood openings in A8.c: sq.in. e) Total rated area of engineered flood openings in A8.c(attach documentation-see Instructions): sq.ft. f) Sum of ABA and A8.e rated area(if applicable-see Instructions): sq.ft.. A9. For a building with an attached garage: a) Square footage of attached garage: 324.00 sq.ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑Yes ® No ❑ N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non-engineered flood openings: Engineered flood openings: d) Total net open area of non-engineered flood openings in A9.c: sq. in. e) Total rated area of engineered flood openings in A9.c(attach documentation-see Instructions): sq.ft. f) Sum of A9.d and A9.e rated area(if applicable-see Instructions): sq.ft. B1.a. NFIP Community Name:TOWN OF SOUTHOLD B1.b. NFIP Community Identification Number:360813 B2.County Name:SUFFOLK B3. State: NY B4. Map/Panel No.: 36103CO154 B5.Suffix:H 86. FIRM Index Date: 09/25/2009 B7. FIRM Panel Effective/Revised Date: 09/25/2009 B8. Flood Zone(s): AE B9. Base Flood Elevation(s) (BFE) (Zone AO, use Base Flood Depth): EL 12 B10. Indicate the source of the BFE data or Base Flood Depth entered in Item B9: ❑ FIS ® FIRM ❑Community Determined ❑Other: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ®NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ® No Designation Date: ❑CBRS ❑OPA B13. Is the building located seaward of the Limit of Moderate Wave Action(LiMWA)? ❑Yes ® No FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 2 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9.19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE - 80 WEST DRIVE Policy Number City: SOUTHOLD State: NY ZIP Code: 11971 GompariyNAIC Number SECT ION C:—BUILDING ELEVATION INFORMATION.(SURYEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,AO,A(with BFE),VE,V1 V30,V(with BFE),AR,ARIA,AR/AE,AR/A1 A30,AR/AH,AR/AO, A99. Complete Items C2.a—h below according to the Building Diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: RTK GPS Vertical Datum: NAVD88 Indicate elevation datum used for the elevations in items a)through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑Other: Datum used for building elevations must be the same as that used for the BFE. Conversion factor used? ❑ Yes ® No If Yes,describe the source of the conversion factor in the Section D Comments area. Check the measurement used: a) Top of bottom floor(including basement, crawlspace,or enclosure floor): 3.90 ® feet ❑ meters b) Top of the next higher floor(see Instructions): 11.20 ® feet ❑ meters c) Bottom of the lowest horizontal structural member(see Instructions): ❑ feet ❑ meters d) Attached garage(top of slab): 3.50 ® feet ❑ meters e) Lowest elevation of Machinery and Equipment(M&E)servicing the building (describe type of M&E and location in Section D Comments area): 3.90 ® feet ❑ meters f) Lowest Adjacent Grade(LAG) next to building: ❑ Natural ® Finished 3.70 feet ❑ meters g) Highest Adjacent Grade(HAG)next to building: ❑ Natural ® Finished 6.70 ❑ feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs, including structural support: 3.70 ® feet ❑ meters ' ,SECTION D--SURVEYOR;ENGINEER,.ORARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by state law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by nine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ®Yes ❑No ®Check here if attachments and describe in the Comments area. Certifier's Name: KENNETH WOYCHUK LS License Number:050882 N OF Etti Title: NYS PROFESSIONAL LAND SURVEYOR �Q'� �N M woy YO � o 'A Company Name:KENNETH WOYCHUK LAND SURVEYING PLLC Address: PO BOX 153 City: AQUEBOGUE State: NY ZIP Code: 11931 n� ` -` �0 2s� oso8a2J� Signature: Kenneth M WOyChU� DatDig'tally signed e:2024.11.21y Kenneth M chuk 1224:34-500y Date: 11/21/2024 O�ANDs� Telephone: (631)298-1588 Ext.: Email:KEN@WOYCHUKLS.COM Place Seal Here Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. Comments(including source of conversion factor in C2;type of equipment and location per C2.e;and description of any attachments): WASHER/DRYER LOCATED IN CELLAR AT ELEVATION 3.9, OIL FURNACE IN CELLAR AT EL 5.5 ELEC. WATER HEATER IN CELLAR AT EL 5.1 EXTERIOR A/C UNIT ON ELEVATED PLATFORMS EL 5.5 EXTERIOR ELEC. METER AT EL 7.3 FEMA Form FF-206-FY-22-152(formerly 086-0-33) (10/22) Page 3 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No.: FCSR INSURArE CO�IiIPANY USE 80 WEST DRIVE PaUcy E\lumber � r z � s City: SOUTHOLD State: NY ZIP Code: 11971 Company NAtC Number a k BUILDING EASUREMENT INFORM ION UR`EY NO'P�l2E` WRED Y }M '� is For Zones AD,AR/AO, and A(without BFE), complete Items El—E5. For Items El—E4, use natural grade, if available. If the Certificate is intended to support a Letter of Map Change request, complete Sections A, B, and C. Check the measurement used. In Puerto Rico only, enter meters. Building measurements are based on: ❑ Construction Drawings* 0 Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. El. Provide measurements(C.2.a in applicable Building Diagram)for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor(including basement, crawlspace, or enclosure) is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure) is: ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions),the next higher floor(C2.b in applicable Building Diagram)of the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3..Attached garage(top of slab) is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown The local official must certify this information in Section G.The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without BFE)or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge ❑ Check here if attachments and describe in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Signature: Date: Telephone: Ext.: Email: Comments: FEMA Form FF-206-FY-22-152 (formerly 086-0-33)(10/22) Page 4 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCI:CpIVIPANY USE 80 WEST DRIVE City: SOUTHOLD State: NY ZIP Code: 11971 Palley Number " Company NAIC Numbers ,KY -�S�t�TIC}�I.�,G��DM�ItIUNtT�YINFOt�11�ATIC�I�*(RE�t�MM�ND�D1FQ���QJVIME�N!'�Y�dF�1���iLG�MP�t1�N� �- x The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Section A, B, C, E, G, or H of this Elevation Certificate. Complete the applicable item(s)and sign below when: G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by state law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.a. ❑ A local official completed Section E for a building located in Zone A(without a BFE),Zone AO,or Zone AR/AO,or when item E5 is completed for a building located in Zone AO. G2.b. ❑ A local official completed Section H for insurance purposes. G3. ❑ In the Comments area of Section G,the local official describes specific corrections to the information in Sections A, B, E and H. G4. ❑ The following information (Items G5—G11) is provided for community floodplain management purposes. G5. Permit Number: G6. Date Permit Issued: G7. Date Certificate of Compliance/Occupancy Issued: G8. This permit has been issued for: ❑New Construction ❑ Substantial Improvement G9.a. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑ meters Datum: G9.b. Elevation of bottom of as-built lowest horizontal structural member: ❑ feet ❑ meters Datum: G10.a. BFE (or depth in Zone AO)of flooding at the building site: ❑ feet ❑ meters Datum: G10.b. Community's minimum elevation (or depth in Zone AO) requirement for the lowest floor or lowest horizontal structural member: ❑ feet ❑ meters Datum: G11. Variance issued? ❑Yes ❑ No If yes, attach documentation and describe in the Comments area. The local official who provides information in Section G must sign here.1 have completed the information in Section G and certify that it is correct to the best of my knowledge. If applicable, I have also provided specific corrections in the Comments area of this section. Local Official's Name: Title: NFIP Community Name: Telephone: Ext.: Email: Address: City: State: ZIP Code: Signature: Date: Comments(including type of equipment and location, per C2.e;description of any attachments;and corrections to specific information in Sections A, B, D, E,or H): FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 5 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No.: FORINSUR�NCE COIIIIPANYtISE 80 WEST DRIVE City: SOUTHOLD State: NY ZIP Code: 11971 ' Company NAIC Number", ` ` n 3p��SECTION H �UIL©II+CG'S FI,. ST FLOOR HEIGHT'INFOR AT raN Ft?R AL. ZONES a. ;r J `x.,�YS+`i l..�' hl4 'aF 4-`,.:,�;f.,. M*a�l �'� �`h a^ r fi ,.: Yam. I k, f 'AS ,emu � �:�-�'��'?s� � �(SL�VEY NQT�RI"QU��i��)�FL1`R�I�St�R�1l�CE'P�R1��3'3S The property owner, owner's authorized representative, or local floodplain management official may complete Section H for all flood zones to determine the building's first floor height for insurance purposes. Sections A, B, and I must also be completed. Enter heights to the nearest tenth of a foot(nearest tenth of a meter in Puerto Rico).Reference the Foundation Type Diagrams(at the end of Section H Instructions)and the appropriate Building Diagrams(at the end of Section I Instructions)to complete this section. H1. Provide the height of the top of the floor(as indicated in Foundation Type Diagrams)above the Lowest Adjacent Grade(LAG): a) For Building Diagrams 1A, 1B,3,and 5-9.Top of bottom ❑ feet ❑ meters ❑ above the LAG floor(include above-grade floors only for buildings with subgrade crawlspaces or enclosure floors) is: r b) For Building Diagrams 2A,2B,4,and 6-9.Top of next ❑ feet ❑ meters ❑ above the LAG higher floor(i.e.,the floor above basement, crawlspace, or enclosure floor) is: H2. Is all Machinery and Equipment servicing the building(as listed in Item H2 instructions) elevated to or above the floor indicated by the H2 arrow(shown in the Foundation Type Diagrams at end of Section H instructions)for the appropriate Building Diagram? ❑ Yes ❑ No ` pROPI<RTl(OWl1�ER O _T { {z SECTION 1` ( R OWNER S AUTHtolkl ED REPRESENTATIVE)EERTl C74TtON t .. � ... The property owner or owner's authorized representative who completes Sections A, B, and H must sign here. The statements in Sections A, B, and H are correct to the best of my knowledge. Note: If the local floodplain management official completed Section H,they should indicate in Item G2.b and sign Section G. ❑ Check here if attachments are provided(including required photos)and describe each attachment in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Signature: Date: Telephone: Ext.: Email: Comments: FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 6 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS See Instructions for Item A6. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 80 WEST DRIVE Policy Number: City: SOUTHOLD State: NY ZIP Code: 11971 Company NAIC Number: Instructions: Insert below at least two and when possible four photographs showing each side of the building (for example, may only be able to take front and back pictures of townhouses/rowhouses). Identify all photographs with the date taken and"Front View,""Rear View," "Right Side View,"or"Left Side View." Photographs must show the foundation. When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. - . Photo One Photo One Caption: FRONT VIEW NOV 1, 2024 Clear Photo One �r 111� Photo Two Photo Two Caption: SOUTH SIDE NOV. 1, 2024 Clear Photo Two FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 7 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS Continuation Page Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 80 WEST DRIVE Policy Number: City: SOUTHOLD State: NY ZIP Code: 11971 Company NAIC Number: Insert the third and fourth photographs below. Identify all photographs with the date taken and"Front View,""Rear View," "Right Side View,"or"Left Side View."When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. Y Photo Three Photo Three Caption: REAR VIEW NOV. 1, 2024 Clear Photo Three 4.1 wa. Photo Four Photo Four Caption: NORTH SIDE NOV. 1, 2024 Clear Photo Four FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 8 of 19 ,�_ _:-�<� �E l i r.: - ------- - -- ��� 'I � � � � ----_ ��, 1 • �I ���� - � � 1�-11 .. � , ., . --r _. . _--- -- �� .��..� 46N I , u; 1� - ., l • + 1 *_� j t `Fez {�., ,� _ J � -. r,, t i r � *. �i � C��i' ai J,�a s ,�ay��, fir � ,,a �, i� ar;,r�"-•' vim. � Sg�cxda x 3i"Y -* 5-0'?>9 0 ARCHITECTURE INTERIORS PLANNING MUM] J J U L 1 5 20?4 FORBES �•��D�TG DEV;', June 28, 2024 TOWN W OUT1' ARCHITECTS Mr. John Jarski Southold Town Building Department 54375 Main Road NY Route-25 P O Box 1179 Southold,NY 11971 Reference: Maghakian Residence 80 West Drive TIMOTHY P. KLESSE,AIA,ASID Southold,NY 11971 PRINCIPAL Project#23039 ROBERT W, FORBES,AIA, LEED AP ASSOCIATE PRINCIPAL Dear Mr. Jarski: The following work has been satisfactorly completed as indicated on the approved drawings and as per code requirements of The Town of Southold,the 2020 Residential Building Code of NYS. Rough Plumbing Very truly yours, Klesse Associates: Ti o r. Klessc,A VASID Signed and Sealed E� ARC p--rFkk�y��r 0274r--' 'L0 38 CHATHAM ROAD SHORT HILLS, N1 07078 973.379.6602 �TFOF N'� KLESSE.00M ARCHITECTURE INTERIORS PLANNING �UL � 5 2024 FORBES June 25,2024 .°y ARCHITECTS Mr. John Jarski Southold Town Building Department 54375 Main Road NY Route-25 P O Box 1179 Southold,NY 11971 Reference: Maghakian Residence 80 West Drive Southold,NY 11971 TIMOTHY P. KLESSE,AIA,ASID Project#23039 PRINCIPAL ROBERT W. FORBES,AIA, LEED AP ASSOCIATE PRINCIPAL Dear Mr. Jarski: The following work has been satisfactorly completed as indicated on the approved drawings and as per code requirements of The Town of Southold, the 2020 Residential Building Code of NYS. Rough Fire Very truly yours, Kles Associates: Timothy P. Klesse, AIA/ASID Signed and Sealed ,-SpLED qR ��j�GJ ANY PETERS 027863 OF NEW�O 38 CHATHAM ROAD SHORT HILLS, NJ 07078 973.379.6602 KLESSE.00M ARCHITECTURE INTERIORS PLANNING V re 'C YT�� I-•(+f5�ns FORBES June 28, 2024 �+'�`� ARCHITECTS Mr. John Jarski Southold Town Building Department 54375 Main Road NY Route-25 P O Box 1179 Southold,NY 11971 Reference: Maghakian Residence 80 West Drive Southold,NY 11971 TIMOTHY P. KLESSE, AIA,ASID Project#23039 PRINCIPAL ROBERT W. FORBES,AIA, LEED AP ASSOCIATE PRINCIPAL Dear Mr. Jarski: The following work has been satisfactorly completed as indicated on the approved drawings and as per code requirements of The Town of Southold, the 2020 Residential Building Code of NYS. Rough Framing Very truly yours, Klesse Associates: Timothy P. Klesse, AIA/ASID G�g�EREp q Signed and Sealed Q�G O�HY PE " in s� �a63 NE 38 CHATHAM ROAD SHORT HILLS, NJ 07078 973.379.6602 KLESSE.00M ARCHITECTURE INTERIORS PLANNING 3� 20 T. FORBES July 3, 2024 �00 Mr. John Jarski Southold Town Building Department 54375 Main Road NY Route-25 P O Box 1179 Southold,NY 11971 Reference: Maghakian Residence 80 West Drive Southold,NY 11971 TIMOTHY P. KLESSE,AIA,ASID Project#23039 PRINCIPAL ROBERT W. FORBES,AIA, LEED AP ASSOCIATE PRINCIPAL Dear Mr. Jarski: The following work has been satisfactorly completed as indicated on the approved drawings and as per code requirements of The Town of Southold,the 2020 Residential Building Code of NYS. Insulation Very truly yours, ZAssociates:y P. Klesse, AIA/ASID Signed and Sealed �G` H R oY 4'�'TF 0 Cf) N m dft �WYO�L�' 38 CHATHAM ROAD SHORT HILLS, N1 07078 973.379.6602 KLESSE.00M FIELD,JNSPECTION REPORT I DATE COMMENTS (77 FOUNDATION (1ST) H -------------------------------------- FOUNDATION (2ND) �V n cn z 0 n r H ROUGH FRAMING& k m �7 PLUMBING O Oa � w � 1 �I r INSULATION PER N.Y. STATE ENERGY CODE Qv� OA 3 •�n FINAL ADDITIONAL COMMENTS iz C) o ;- cm off � o z x x d b o�suFForrooG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. Q.Box 1179 Southold,NY 11971-0959 H, 2 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 5 Building Inspector:—j—& ;4pplicati6ns and forms`must be filled outln their:entlrety.Incomplete applications w ..ill not be accepted.,Where t6'e-Applicant is not the owner,an _ Owner's Authoriiation form(Page 21 shall be.completed y; Date: p l 05- go `A OWNERS)OF PROPERTY t ;r, SCTM#1000 Project Address:. , Phone#: ' m Email: " , Mailing Address: CONTACT PERSON p II lA _ Name: Mailing Address: !- Phone#: �D 1o�t 8 l o �__ Email: {,i` KiCiV) 36@ vv►ai I .c, -w► DESIGN f?ROFESSIONAL INFORMATION:,` � Name: Kle- -.S. - Mailing Address: C t Phone#: 1 ,3) Email SctYOvl lrle$�e-oec0 yV)r� CONTRACTOR`1NFORMATION ' Name ..S�mab..tck_�C sd-r_� ►.�rn..... G Co_S�. .mF�,�-:s�aro� .���. Mailing Address:y p �.�o.K_ S _�'tQC.iO ., G �t3,0 VPhone#: 31� Email:.��y. �.t_�3_ 'DESCRIPTION"OF PROPOSED CONSTRUCTION ' r .f ,,. . ram•. _ ❑New Structure ❑Addition 2 Alteration eRepair []Demolition Estimated Cost of Project: ❑Other _ _ $ a 50.006 Will the lot bere-graded? ❑YesNO Will excess fill be removed from premises? l]Yes Et 901 1 PROPERTY hNFORM TION ' Existing use of property. p Intended use of property: �VV1Q. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to .J. LIo this property? ❑Yes Ko IF.YES,PROVIDE A COPY. [] Check BOX After Reading ',The own6t/contractor/design'OMfessional is responsible for all drainage and storm water issues as provided by ,. Chapter 236 of the Town Code.,APPLICATION IS HEREBY MADE to thd,Buildih Department for thepissuanee of a Building Permit pursuant to the$iildmg•Zone ; �",. Ordinance of the Tovim of Southold,Suff,olk,County,New York and"other applicable Laws;Ordinances or Regulations,'forthe construction of buildings, , additions,alterations or for repnovaibr,demolition as her"ein described Therapplicanf agrees to compiy'witfi;all applicable•laws,ordinances,building code,. , '�housing'code and regulations'and to admit authorized inspeors on prem!ses and in bUilding(sl for",necessary inspections.False`statements made'herein are punishable as a Class A misil eanor pursuant to section 2ct10 45 of the New York'state Penal Law: Application Submitted By(print name) S uthorized Agent []Owner Signature of Applicant: . Date: — STATE OF NEW YORK) SS: COUNTY OF S4f OI �� ) 15n rabj( - 'being duly sworn, deposes and says that(s)he is the applicant. (Name of individual signing contract) above named, (S)he is the (Contra or,Agent, orporate Officer,etc.) of said owner or owners, and is duly authorized to m 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 5 day of Q� 20__1:2[_T /l N ry Public" TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION . NO.01 DW6306900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY COMI SSION EXPIRES JUNE 30,299(P 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 . r - 1 act lnv� �.la>n I , s iche v�c9- PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or-use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 0No IF YES,PROVIDE A COPY. ❑Check Box After Reading: The owner/co�tractodd6ign professlonal is responsible for all drainage and storm water issues as provided by Chapter 236 of tha Town code-APPLICATION IS HEREBY MADE to the Building Department for the issuance ate Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,Couety,New York and other applicable taws,Ordinances or Regulations,for the construction of bufldings, additions,-alterations or for removal or demolition as hereln described.-The applicant agrees to comply with all applicable laws,ordinances,buildms code,- housing code and regulations and to admit authorized Inspectors on premises and in buildings)for necessary Inspections.False statements made l eiein_are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): OAuthorized Agent Downer Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is.the applicant (Name of individual signing contract)above named; (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set.forth in the application file therewith. Sworn before me this. day of 20 Notary-Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, a &A residing at o o. -� I -71 g 01,ifttr Of 0 t D f 92 IMIlo hereby-authorize —1!Se 9 �s �l a to apply on my behalf to the Town of Southold.Building Department for approval as described herein.. Owner's Signatu Dat LPL- �l i an Print Owner' ame 2 ,a. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town �ol• �°�1,; Hall.Annex 4375'Main Road P. Q. Box 1179 Southold,N Telephone(631)765-1902 bqs://www.sotith6idtowtin V. J U L 2 3 2024 Floodplain Development Permit Application PROPERTY INFORMh►TION,; Flood Zone: AS1,L FIRM Panel: SCTM �O�D= D Address: 100 vV.GST DlZ t v G —lam/ City: 50 U,T-H 1)Lz:) ZIP- CO NT A, PERSON' Name: i'GH@L M A 6 R KI Phone#: 51tPAM-8485 Mailing Address: 2 I DA+io Avr=NuE... MASSAPe(XA less PROJECT DESCRIPTION lviwl or al -ero:Non and C e&. m c di CI-. ors -to eyi styvi str rc., .SLCTION A.STRUCTURAL.DEVELOpOMENT(CHECK ALLTHAT,APPLY) :Type of Structure Type of.Stnictural Activity esidential(I to 4 families) 0 New structure ❑Residential(mote than 4 families) ❑ Demolition of ex isting.structure ❑'Combined use 0 Rep'lacement of existing.structure 0,Non-residential ❑ Relocation of existing structure ❑ Elevated 0 Addition to existing structure ❑ Flood proofed(attach certification) Alteration to existing structure 01Vlanufactured Home ❑ Other: ❑Located on individual lot 0 Located in manufactured home park SECTION 9 OTHER pEVELOPMENT(CHECK ALL THAT APPLY) t ❑Clearing of trees,vegetation or debris ❑Mining 1] Grading D Drilling ❑ dredging ❑Connection to public utilities or services ❑ Paving '❑ Placementof fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction El Fence or wall construction ❑Watercourse alteration (attach description) ❑Excavation(not related to a structured development) ❑'Other development'nottisted (specify): By signing below I agree to'the terms'and conditions of this, and certify to the best'of my knowledge ttie irif6rmation contained in thisapplication js,true and accurate:`I understand.thafho'work may start Until,a,permit is issued.The''permit may ble revoked if any, false.statements are made herein:lfrevoked,all ivorkmusf cease'until permit is re;-issued.-'Developrrient°shall notbe.used or occupied, until a Cert,of Compliance is issued The permit will,`expire ifino woks commenced withirt'one year of issuance..Other permits maybe required i, fulfill regulatory.requirements.Applicant gives consent to local,authority,or.rep`reseritative'to.make reasohable;nspections to verify compliance;., Application Submitted Sy(print name): Ar ul_L_aIr Aa � Signature of Applicant -! Date: Glenn Goldsmith, President ® Q��� Town Hall Annex 54375 Route 25 A.Nicholas Krupski, Vice President �� �� P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly op Telephone(631) 765-1892 Elizabeth Peeples ® �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10533A Date of Receipt of Application: February 1, 2024 Applicant: Mitchell & Nancy Maghakian SCTM#: 1000-58-2-16 Project Location: 80 West Drive, Southold Date of Resolution/issuance: February 14, 2024 Date of Expiration: February 14, 2027 Reviewed by: Board of Trustees Project Description: To perform maintenance and modifications to the existing two- story dwelling with garage underneath (2,436sq.ft. footprint, with closet addition 2,501 sq.ft.) consisting of installing new windows, siding and relocating front door/entry area; construct a 4' wide roof overhang over new front door on easterly side; resurface and replace railings on the existing 16'xl0.1' second floor deck; resurface and replace railings on existing 10.1'x28' deck on north side of dwelling, then wrap around to east side of dwelling and resurface and replace hand rails on the 16.7'x8.1' existing deck; remove existing and construct new entrance steps (2.5'x5' top step to a 5'x5' landing to 5'x6' steps to grade); install an outdoor shower under easterly portion of deck; existing easterly section of 4'x21.5' wood deck to be removed and reconstructed; existing southerly wood deck to be removed and construct a 12.2'x27.2' deck; construct a 7'x2.7' closet overhang; relocate two A/C units; and install two 8'x4' drywells to contain roof runoff. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Kenneth M. Woychuk Land Surveying, PLLC, last revised on November 2, 2023, and stamped approved on February 14, 2024. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. a G nn Gol smith, President Board of Trustees so Town Hall Annex Glenn Goldsmith, President � � 54375 Route 25 A. Nicholas Krupski,Vice President �� P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® � Fax (631) 765-6641 ou BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10533A Date of Receipt of Application: February 1, 2024 Applicant: Mitchell & Nancy Maghakian SCTM#: 1000-58-2-16 Project Location: 80 West Drive, Southold Date of Resolution/Issuance: February 14, 2024 Date of Expiration: February 14, 2027 Reviewed by: Board of Trustees Project Description: To perform maintenance and modifications to the existing two- story dwelling with garage underneath (2,436sq.ft. footprint, with closet addition �l Iw2 2,501 sq.ft.) consisting of installing new windows, siding and relocating front door/entrylL ,ill area; construct a 4' wide roof overhang over new front door on easterly side; resurface r and railings on the,existing 16'x10 1' second floor deoC;�r�esurf a nd„replace railm s on,existmg.1,0 1.'x28' deck on no h �iri n dwelling en wrap-around to eastr �... �.r'v r. side-of-dwelling-and-resurface-and-r..ep.l.ace-hand_r_ails_on the�L6.7 x8.1�existing deck;= remove existing and construct new entrance steps (2.5'x5' top step to a 5'x5' landing to 5'x6' steps to grade); install an.,gLutdoor shower under easterly portion of deck; existing easterly section of 4'x21 od deck to be removed and reconstructed; existing southerly wood deck to be removed and construct a 12.2'x27.2' deck; construct a 7'x2.7' closet overhang; relocate two A/C units; and install two 8'x4' drywells to contain roof runoff. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Kenneth M. Woychuk Land Surveying, PLLC, last revised on November 2, 2023, and stamped approved on February 14, 2024. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. L 4&-"X G nn GoIcTsmith, President Board of Trustees S,C.T,M. NO. DISTRICT: 1000 SECTION:58 BLOCK: 2 LOT(S):16 APPROVED BY BOARD OF I RUSTEES TOWN OF SOUTHOLD DATE Fe.6 r vory /y,.24pp.y U.P.FI -- _---i--`-- Up. o1YM LEETON DRIVE 150.79' N 4503.5'30"1: v W m L.,° N RESURFACE OnTIAG DECKS fq AND REPLACE RAILNW B'xA'DEEP 0 W N D.1V, .F 8'x4nEEP C 0.tV. : 2t9 Rw RAISED YODD DCRj OYP!4.G fi70PCSE0 BAlCO '. PRCPOSE75iEF5 •� . 21 CLLC4NGcR s6I WSHOMRT1dL" ly . OVEJ7N e......:.. .,.:.:..�::: ROWER '4DER DECK 32,0' i:n:o-,ii:i:p: i•(s'ig75TM FT1eDa5s( ,i: .` -S*B'S iC G4;DE :;:i;:i'1'Sry;:j.;i:.:::::.::D•ArL,INt.GJJ,::::i i;i. AS T! -RcRB LAND NIF OF y =:iit; i!riE'i;i>at tr.:i: >['S:;a;t;::a,1'•: COUNTY OF SUFFOLK RnDCA eu--I�'. I :' Exzap"�STEPS AG iR:75 "'.•i sTY.::i:N TD EE REWV;D GRAVEL D+RMAY cA"T. .�• L`pCAT10V lrIpUS o RAISED,'•' gy - 1 REMOVE EMS DECK FRCROSED — ,_• — AM1D RESA:D . 73S iJ �-?—L�cL7s7s.DEGTFA,6 hA:: VIls Ebsw�' — —— — •� exlxM N TO Lp•1 ZONE AE(E.I?) L P.j.L.F. �E—�lUN7ARY o RD�D ZU' �l ZCa'E AE CE n) o a MON. 150•79' S 45*35-30 W LAND N/F OF I L rr ``Il DANIEL L SCHWARTZ C, l U 1? 2"STORMWATER DRAINAGE CALCULATION DWELLING W/ROOF OVERHANG&BALCONY: 1865 S:F. RFEB -2 2024 1865 x 0.166=309.59<310 CF REQ. (2)8'Ox4'DEEP DRY WELL:338 C.F PROVIDED Southold Town Board of Trustees ***NOTE: PARCEL IS LOCATED SEAWARD OF THE LIMIT OF OF MODERATE WAVE ACTION BOUNDARY ADD PROP. STRUCTURES 01-26-24 REVISED 1 1-02-23 FEMA MAP #36103CO154H THE WATER SUPPLY, WELLS DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS EFF. DATE 9-25-2009 AND OR DATA OBTAINED FROM OTHERS AREA:22,523.80 SQ:FT. or 0.52 ACRES ELEVATION DATUM: __ ___- UNAUTHORIZED.ALTERATION OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SECRON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7711E COMPANY. GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSRTURON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES AD0177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OR DESCRIBED PROPERTY CERTIFIED TO: MITCHELL MAGHAKIAN; MAP OF: NANCY MAGHAKIAN; ERNEST SCHROEDER; FILED: SITUATED AT:SOUTHOLD TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING. PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #223-136 scALE:1"=30' DATE:SEPT. 18, 2023 N.Y.S USC. NO. 050882 Ma PHONE(831)288-1988 FAX(831) 288-1998 Sa,)q Glenn Goldsmith,President ®�So �l Town Hall Annex A.Nicholas Krupski,Vice President ®� ��� 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 r� (� ��L Cjyilo 1� _ G Telephone(631) 765-1892 t� z et�aV(Pples �O • �O Fax(631) 765-6641 UiifN, f, i_� NOV 2. 2 2024 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2197 C Date: November 8, 2024 THIS CERTIFIES that the maintenance and modifications to the two-story dwelling with garage underneath_(2,436sg.ft.footprint,with closet addition 2,501sq.ft.)consisting of installing new windows,siding and relocating front door/entry area;construction of a 4'wide roof overhangs over new front door on easterly side; resurfacing and replacement of railings on the existing 16'x10 1'second floor deck•resurfacing and replacement of railings on existing 10.1'x28'deck on north side of dwelling then wrap around to east side of dwelling and resurfacing and replacement of hand rails on the 16.7'x8.F existing deck;removal of existing and construction of new entrance steps(2.5'x5'top step to a TxT landing to 5'x6'steps to grade),installation of an outdoor shower under easterly portion of deck;existing easterly section of 4'x21.5'wood deck removed and reconstructed;existing southerly wood deck removed and construction of a 12.2'x27.2'deck,•construction of a Tx2.7'closet overhang, relocation of two A/C units;and installation of two 8'x4'dMyells to contain roof runoff,the as-built reconstructed 16' x 10.1' 2nd story balcony;as-built reconstructed 10.1' x 28' deck on north side of house wrapping around to east side of house for an additional 16.7'x 8.1'with 4' overhang, At 80 West Drive,Southold Suffolk County Tax Map#1000-58-2-16 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 1,2024 pursuant to which Trustees Administrative Permit 410533A Dated February 14,2024,was issued and Amended September 18,2024 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the maintenance and modifications to the existing two- story dwelling with garage underneath(2 436sq ft footprint with closet addition 2 501sq ft)consisting of installing new windows.siding and relocating front door/entry area;;constru_ction of a 4'wide roof overhang over new front door on easterly side;resurfacing anti replacement of railings on the existing 16'x10 I'second floor deck-, resurfacing and replacement of railings on existing 10.1'x28'deck on north side of dwelling then wrap around to east side of dwelling and resurfacing and replacement of hand rails on the 16 7'x8 F existing deck;removal of existing and construction of new entrance steps(2 5'x5'top step to a Yx5'landing to 5'xC steps to grade),• installation of an outdoor shower under easterly portion of deck,• existingeasterly asterly section of 4'x21 5'wood deck removed and reconstructed;existing southerly wood deck removed and construction of a 12 2'x27 2'deck,• construction of a Tx2.7'closet overhang;relocation of two A/C units; and installation of two 8'x4'drvwells to contain roof runoff,the as-built reconstructed 16'x 10.1' 2nd story balcony,as-built reconstructed 10 V x 28' deck on north side of house wrapping around to east side of house for an additional 16.7'x 8.F with 4' overhang, The certificate is issued to MITCHELL&NANCY MAGHAKIAN owners of the aforesaid property. 4-1,1- 44�n� Authorized Signature SUffp�+l. BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Ae o Southold, New York 11971-0959 y O�ti� Telephone (631) 765-1802 - FAX (631) 765-9502 a``l jamesh southoldtownny.gov - seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: Electrician's Name: �A License No.: -�O�?�( Elec. email: m , c� Elec. Phone No: (� (�u 2,�ZJ El request an email copy of Certificate of Compliance Elec. Address.: ( Gic)2 0v o S JOB SITE INFORMATION (All Information Required) Name: (L e e (- Address: U ViLSE Cross Street: Phone No.: Bldg.Permit#: <Do -b"Q email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ED 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 Reconnect❑Underg round❑Overhead # Underground Laterals M 1 2 H Frame Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION G Z(1 c� ald, X/J00-'-0- rc c#1677ac' 8e� 5b34 �V,yrys 0 BUILDING DEPARTMENT- Electrical Inspector ' TOWN OF;SOUTHPLD y1 Town Hall Annex - 54375 Main Road - PO Box 1179 :± Southold, New York 11971-0959 ` o ' y Telephone (631) 765-1802 - FAX (631) 765-9502 ' 'ta0��' w r yV iamesh southoldtownny aov -- seand(@-southoldtown[!yM`V APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date:: ' 2e}Zq- Company Name: Electrician's Name: 'A (J�IJ'ICA License No.: Elec.1 j Elec. email: ] f. uu Elec. Phone No: 65, - pu 2�2,J ❑1 request an email copy of Certificate of Compliance Elec. Address.: ( C1U2 U JOB SITE INFORMATION (All Information Required) Name. Address: °V� Z Cross Street: Phone No.: Bldg.Permit #: z5o -b -I2) email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES NO � Rough In Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Sizea1 Ph❑3 Ph Size: A # Meters Old Meter# El New ServiceQFire Reconnect[]Flood ReconnectE]Service Reconnect❑Underground00verhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Zu Zcr /Q 16 7770 8e,d 5Z34 PERMIT# Address: Switches` Outlet ilk, I GFI's (111( Surface Sconces`- C H H's . L UC Lts Fridge HW POOL Panel Fans 11 Mini Fr. W/D Pump Exhaust Oven l Sump Heater _ Trnsfmr Smokes 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 AC AH Hood I Blower Service Amps Have Used Sub Amps Have Used Comments 13 9 SARAJFH-01 ASINCLAII .a►�o��� CERTIFICATE OF LIABILITY INSURANCE °ATE`MM,DD/YYYY) 6/23/2023 THIS CERTIFICATE IS ISSUED.AS A-MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES. NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If'the certificate holder is an ADDITIONAL INSURED,the policy(ids)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate:holder in lieu of such endorsement(s). PRODUCER - C MEACT MJD3 Associates LLC PHONE (FA 233.Lafayette Avenue A/C,No,ExL: 845)533-2250 AIc,No Suite 201 E-DpA1L ESSO Suffern,NY 10901 INSURERS AFFORDING COVERAGE NAIC# .INSURERA:Utica First Insurance Co. 1.5326 INSURED- INSURERS: Sarabia J F Home Improvements,Inc. INSURER C: P.O.Box 74 INSURER D: East Marion,NY 11939 INSURERE INSURER F: COVERAGES_ CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE:ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED'HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR. TYPEOF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRA X- COMMERCIAL GENERAL LIABILITY 1,000,001 EACH OCCURRENCE CIAIMSMADE ❑X OCCUR X ART3000732670 1M412023 IM412024 DAMAGE TO RENTED $ 50,001 MED EXP(Ahy oneperson)- $. 5,001 PERSONAL&ADV:INJURY $ 11000,001 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,001 X POLICY❑JECT LOC PRODUCTS-COMP/OP AGG $ 21000,001 OTHER: AUTOMOBILE LIABILITY COMBINdEeD SINGLE LIMITlEsacci $ ANY AUTO BODILY INJURY Per erson $ OWNED SCHEDULED AUTOS ONLY' AUTOS BODILY INJURY Per accident $ HIIREED NO�pWIJED ROPERTYDAMAGE AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA.LIAB, OCCUR EACH OCCURRENCE $ EXCESS LIABi CLAIMS-MADE AGGREGATE $ DED RETENTION$ WORKERS COMPENSATION PER ER AND EMPLOYERS'LIABILITY Y I N ANY.PROPMETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT OFFICEIiIry JnlgW2 EXCLUDED' N l A - es ory n ), E.L.DISEASE-EA EMPLOYE $ If yes,describe under. DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS'/LOCATIONS I VEHIC.LES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Southold Building Department is included as additional insured as required by contract or written agreement with respects to services provided by the named Insured. CERTIFICATE.HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE ION DATE THEREOF, Southold Building Department. ACCORDANCE WITH THE POLICY PROVISIONS.NOTICE WILL BE DELIVERED IN 54375 Main'Road P.O.Box 1179 Southold,NY 11971 AUTHORIZED R EPRES ENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 4_ II/ \\ NYSIF 'New York state Insurance fund PO Box 66699,Albany,NY 12266 I nysitcom CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 11 A AA A A. 208849577. ANA MARIA ZUZUNAGA 17243 HENLEY RD .. JAMAICA NY 11432 SCAN TO,VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SARABIA.J.F.HOME IMPROVEMENTS INC., SOUTHOLD BUILDING DEPARTMENT PO BOX,74 54375 MAIN RD EAST MARION NY 11939 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12408 204-2 444238 01/27/2023 TO 01/27/2024 6/22/2023 THIS -IS TO CERTIFY'THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2408 204-2, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO, ALL OPERATIONS.IN THE STATE OF.NEW YORK, EXCEPT AS 'INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S. REGULAR.NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION'OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT-LIABLE IN THE EVENT OF FAILURE'TO.GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT'COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE-OFFICERS OF THE INSURED CORPORATION. PRESIDENT JOSE F SARABIA SARABIA.JF HOME IMPROVEMENTS INC THIS CERTIFICATE IS. ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS. CERTIFICATE DOES NOT .AMEND, EXTEND OR. ALTER . THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT S4RNGE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:925616991 i r_2F s ^� INTERk+—R,— 'R(HITEITURE PLANNING "' E 01 E FEB - 2 2024 . KLESSE ASSOCIATES P.A. L r� TIMOTHY P. KLESSE, AIA., AS@ PRINCIPAL ' r _...,. . . ................................................ ... _ ..... .. ............_.................... _._._.. ..--..._.. ..............,....._..-.-__ 6®s nya a®mama,s ! 1 1 l �'�os ®0m 3B (HdiHdM ROA SHNRF HIt1S, N! 07010 973.319.6602 fAX 913.319,1656 KffSSf,fOfd Alf E D M 4 (2) P.T. 2. x 10 7'-0" NEW P.T. 6" SO. POST, (2) LCE4 POST CAPS ON CD SIMPSON ADJUTABLE STANDOFF POST BASE ABU66 k GIRDER FLUSH (ABOVE) .. (SIZED AS REQUIRED) AND INSTALLED AS PER - MANUFACTURERS RECOMENDATIONS. (TYPICAL FOR ALL y; -- ---- a ;--------------- NEW DECK FOOTINGS) (2) P.T. 2. x 10 I RE CASERELOCATE _ C. COM ESSIRDER FLUSH (AOVE) IF R\\.\ 0 �� C. COMPRESS R 1'-6" DIA x 3'-6" DEEP 3500 PSI CONCRETE EARTH \ z -Ufa------" - B FORMED FOOTING WITH 8" HIGH EXPOSED, 8" DIA. w\ I tr ------ --- 4 I FORMED TOP TAMPED FLAT READY FOR POST AND00 _i +;---�' ` ------; ; POST BASE AS SPECIFIED (1YP.) DEC 21_ KLESSE FORBES ARCHITECTS JUNE 21 38 CHATHAM ROAD T—— SHORT HILLS, NEW JERSEY 07078 PHONE (973) 379-6602 P.T. 2 x 10 LEDGER BOARD BOLTED gUSSEXOM EXISTING FRAMING 0 1 O.C. & STAGGERED ' TIMOTHY P. KLESSE, AIA, ASID DECK2WAL1 SPACER (88888-577-2237) AND 1/22" DIA. E. x$'��� STAINLESS. sTl. NUT, BOTL & WASHER AT EACH SIDE. 0 1 NJ 09204 NY 027863 0 STORAGE X ROBERT W. FORBES, AIA, LEED AP M I NJ 21AI01962600 w ALTERATIONS TO RESIDENCE OF: UP 11R Mr & Mrs. Maghakian 80 West Drive Southold, NY 11971 I LIGHTING LEGEND 01 4" LIGHTOLIER LYTECASTER LED L4R DOWNLIGHT (WET) 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE E. REF. �2 5" LIGHTOLIER LYTECASTER LED L5R DOWNLIGHT (WET) STORAGE 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 3 4" LIGHTOLIER LYTECASTER LED L4RADJ DOWNLIGHT 6_g" 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 1 4 5" LIGHTOLIER LYTECASTER LED L5RADJ DOWNLIGHT 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE �5 4" LIGHTOLIER LYTECASTER LED L4S DOWNLIGHT (WET) 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE __ __ __ __ 136 5" LIGHTOLIER LYTECASTER LED L5S DOWNLIGHT (WET) 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 7 WALL FIXTURE (FURNISHED B.O.) MUNIT ' ' a8 DECORATIVE FIXTURE (FURNISHED B.O.) 19 NUTONE QTXEN110S (FAN) ' 10 CALCULITE LED 3" EVOLUTION BY LIGHTOLIER LIGHT ENGINE: C3LO85AO127K9NF TRIM:C3LAWHW EXISTING I H.V.A.C. 12 JUNO PRO-LED UPL30-WH (CLOSET LIGHT) i UNIT A i 013 PULL CHAIN FIXTURE I FILL (3) CELLS OF CMU'S SOLJD HOT WATER --114 CONTINUOUS LED TAPE LIGHT, 90 CRI, 3000K WITH CONCRETE UNDER POINT LOAD i FROM ABOVE. I �15 LOW-VOLTAGE LIGHT COPPERMOON CM.830 ANTIQUE BRASS FINISH (800-727-5483) '16 LOW-VOLTAGE LIGHT COPPERMOON CM.865 ANTIQUE BRASS FINISH (800-727-5483) E. LALLY COLUMN - I r�117 4' LED STRIP LIGHT 4 D 18 HEATH ZENITH 240-DEGREE OUTDOOR P.T. 2 x 10 LEDGER BOARD BOLTED TO NEW & i '�•�v MOTION-SENSING SECURITY LIGHT EXISTING FRAMING 0 16' O.C. & STAGGERED W/ DECK2WALL SPACER (888-577-2237) AND 1/2" DIA. STAINLESS. STL NUT, BOTL & WASHER AT EACH SIDE. LEGEND OF CONSTRUCTION EXIST. PARTITION TO REMAIN _:::____: EXIST. PARTITION TO BE REMOVED / -�- — -- — -- —-- NEW PARTITION uCL C. YZZZ711z177 NEW 2 x 6 PARTITION Df N STORAGES UTILITY ( I NEW 42" HIGH PARTITION x P-T. 2 x to;_o ts•o•c•� X O I NEW INTERIOR BEARING PARTITION x I OE K JOISTS ABOVE N 1 UST.DEq(JOI5P515f5 NE oh E 2 X 10 JOIS15 M o I �� a — w z , 4 BRICK POST PROME SOLID M o ' I E! 4 x 6 POST RE UUM As " I ( I E. LALLY COLUMN I ��`� � 2Q POST ABOVE QuiRE� i ARCHED OPENING ���,, BEDROOM 1 ROOM NAME FLOOR/PLUMBING (SEE SPEC.) oN ( ( GARAGE ( 1'-4" x 1'-4" CMU PIER ON 2'-6" x E�) CEILING/WALL HEIGHT a I ! o g'_g" ; 2'-6" x 1'-0" HIGH, 3500 PSI CONCRETE, O C1 FOOTING WITH (3) #4's EACH WAY, TYP. 2'-3 CEILING/WALL HEIGHT ® POINT z o REMOVE EXISTING COLUMN LINE , EXPAND DECK ' i z QD I I DIRECTLY BELOW POINT LOAD ABOVE BEAM CONFIGURATIONS: 2'-O" I HORIZONTALLY BRACE 6 X 6 WITH JOISTS I �E�`o'Ec�K Ja$srs ABovE'�`� � r I f BLOCKING 0 DECK LEVEL to' o /FLUSHGIRDER FLUSH RECESSED SEMI-RECESSED DROPPED a ' G�'—- - 11 >- - - - - - - - -— TZ CLEARANCEp ------------------------------ •rn I j �I All structure as Indicated on plans is for floor above NEW P.T. 6" SQ. POST, (2) LCE4 POST CAPS 0 ' 1xIE 2 x to JOISIT ' This document: and the ideas and desi ns inco orated herein, CORNER POSTS, (2) AC6 POST CAPS 0 INSIDE POSTS ; � — as an instrument of rofessional service, is th a ofON SIMPSON ADJUTABLE STANDOFF POST BASE ABU66 ' \I EXISTING (3) 2 X P property (SIZED AS REQUIRED) AND INSTALLED AS PER Klesse Associates P.A. and is not to be used in whole or in part i I without the written authorization of Klesse Associates PA. MANUFACTURERS RECOMENDATIONS. (TYPICAL FOR ALL ( i v FILL CMU'S SOLID WITH NEW DECK FOOTINGS) �� j CONCRETE UNDER POINT I 1'-6" DIA. x 3'-6' DEEP 3500 PSI CONCRETE EARTH LOAD FROM ABOVE. i w I PFtCHI7FCT FORMED FOOTING WITH 8" HIGH EXPOSED, 8" DIA_M i p i O N0. REVISION DATE FORMED TOP TAMPED FLAT READY FOR POST AND I I ' I——— i �� . KLESS� POST BASE AS SPECIFIED (TYP.) o m i 1 i _ NEW _ � I N G DRAIiING TTfLB x v I z (3) 1 3/4" x 9-1/4" L_v.l o I i Z 1 1 0 Y �:��� ,a FOUNDATION / BASEMENT PLAN `" GIRDER FLUSH (ABOVE) r1 CL tom®Is"o.c.� 1 ✓ c 2�4 J IF TMS LINE MEASURES 3" DRAWING IS AT FULL SCALE �P•T,?� Y M p i DECK Jo1ST$ABOVE e = 'I 95 STATE �F IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE f DATE: EXISTING FLUSH GIRDER EXISTING FLUSH GIRDER EXISTING FLUSH GIRDER 12/21/2023 EXISTING FLIZ$}I GIRDER - - --—-- - -- - -- --_ �..,....�.. - ..�:,....�. d. •.. �I SCALE: _____-_-__I UINDCT%P:r'A"LTY OF I.II,rl W. a I'-OM 2'-0" I - ----------r ;� T:?lll�/�.UTH^^" C�FE":SC`}(�) % S GRAPHIC SCALE ABOVE FOUNDATION BASEMENT PLAN - -- -r/ -�1----� 1 y •I . I I , -�- �W,S.1.ATE:;7M..''"i C.".�::"'I.'.""'. DRAWN BY: UP,4R / o 0 I I I I PG/RF 0 0m] 00 I CHECKED BY: I I I I o 4' I ,'": rJi r"°1°"�' �• "' TK I I 1 I I d r �.. a•�+ I I I I o I — n ya.d `N' cnj '; L'jd4' '��",$�,r'. ��O►� •; DRAWING NUMBER �,. .• x PROJECT N0 2 3 0 3 9 sHEET 6 OF 10 MAGHAKIAN tiE! `1 ZE ZE 7'-0' I - REMOVE EXISTING VINYL FLOORING, z WINDOW WINDOW LEVEL EXISTING FLOOR AS REQUIRED z co TYPE 'A' R SHELF & ROD TYPE 'A' READY FOR NEW LUXURY VINYL PLANK REPLACE —1 ------ELF &------- REPLACE AS SPECIFIED (TYPICAL FOR ALL DEC z, KLESSE FORBES ARCHITECTS FU 114 0 L� EGRESS N 4f2 EGRESS SPACES UNLESS OTHERWISE NOTED) JUNE 21 38 CHATHAM ROAD 5'-0" SLIDING DOOR S ——_— SHORT HILLS, NEW JERSEY 07078 PHONE (973) 379-6602 S ''' KLESSE.COM TIMOTHY P. KLESSE, AIA, ASID Co NJ 09204 NY 027863 I N BEDROOM ROBERT W. FORBES, AIA, LEED AP N R 2 R o Z NJ 21AI01962600 � NS N KING ALTERATIONS TO RESIDENCE OF: �� MATTRESS-6'-4" x 6'-6" z FRAME-7'-3" x 7'-7• Mr & Mrs. Maghakian hi[T 80 West Drive W Southold, NY 11971 o: REMOVE EXISTING WINDOW AND INSTAL. NEW WINDOW, LIGHTING LEGEND MODIFY EXISTING OPENING ABOUT 6' IN WIDTH , VERIFY WITH OWNER PRIOR TO COMMENCEMENT OF \ BATH 2 WORK. �1 4"' UGHTOUER LYTECASTER LED L4R DOWNUGHT (WET) w 650 LUMENS , 90 CRI , 3000K, OPEN DOWNUGHT, WHITE R U 2 � 02 5"' UGHTOUER LYTECASTER LED L5R DOWNUGHT (WET) M -0" 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNUGHT, WHITE R o 3 4"' UGHTOUER LYTECASTER LED L4RADJ DOWNUGHT • ? 25 _i 650 LUMENS , 90 CRI , 3000K, OPEN DOWNUGHT, WHITE z - N M= 4 5"' UGHTOUER LYTECASTER LED L5RADJ DOWNUGHT 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNUGHT, WHITE �5 4"' LIGHTOLIER LYTECASTER LED L4S DOWNUGHT (WET) S=2'-8" . S=2'-8"114-10" H=60" 650 LUMENS , 90 CRI , 3000K, OPEN DOWNUGHT, WHITE REPLACE REPLACE 0 --—-- -- -- [36 5 UGHTOUER LYTECASTER LED L5S DOWNUGHT (WET) 10)00 LUMENS , 90 CRI , 3000K, OPEN DOWNUGHT, WHITE 'lEjy y yFly 7 WALL FIXTURE (FURNISHED B.O.) ' 08 DECORATIVE FIXTURE (FURNISHED B.O.) �#WIN� ?� I a9 NUTONE QTXEN110S (FAN) (2) 1 3/4" x 9 1/4" &NOTIFY ARWITEcr �y �` �• 10 CALCUUTE LED 3" EVOLUTION BY UGHTOUER LV.L GIRDER FLUSH (ABOVE) �o� BEDROOM 1 � LIGHT ENGINE: C3L085A0127K9NF TRIM:C3LAWHW 2 N �'/ ; 12 JUINO PRO-LED UPL30-WH (CLOSET LIGHT) 1 11 O /� �13 PULL CHAIN FIXTURE „ g_o" HALL NEW 3 x 3 x 3/16 STRUCTURAL STEEL POST WrTH BEDROOM 2 ---14 C',ONTIN000S LED TAPE LIGHT, 90 CRI, 3000K „ " 2 Z rnU /ARl1\/C\ 7" x 3-1/2 x 1/2 THICK TOP PLATE AND 12 x r—�-d.•-��.�. 8" x 5/8" THICK BOTTOM PLATES. PROVIDE (2) 8_0" O2 co 11 1 i �15 LOW-VOLTAGE LIGHT COPPERMOON CM.830 5/8" DIAMETER X 16" DEEP ANCHOR BOLTS AT 8._0" I, 1 ANTIQUE BRASS FINISH (800-727-5483) 16 LOW-VOLTAGE LIGHT COPPERMOON CM.865 BOTTOM INTO FOUNDATION WALL BELOW O 2`� z ANTTIQUE BRASS FINISH (800-727-5483) - �17 4' LED STRIP UGHT INSTALL SIMPSON HDU4-SDS2.5 INTO118 HEATH ZENITH 240-DEGREE OUTDOOR FOUNDATION WALL 1 V I� WOTION-SENSING SECURITY LIGHT POWER ABOVE FOR FUTURE RETRACTABLE AWNING, LEGEND OF CONSTRUCTION VERIFY LOCATION IN FIELD WITH OWNER, ADD BLOCKING IN WALL AS REQUIRED FOR T FUTURE RETRACTABLE AWNING " 5> BATH #1 _-____:_ REMOVE EXISTING DECKING, NEW 5/4" x 6" 2-0 10 4 II = o TREX DECKING (COLOR AS SELECTED B.O.). EXIST. PARTITION TO REMAIN o= __________________________________________________________ CLOSELY FOLLOW MANUFACTURERS DIRECTIONS EXIST. PARTITION TO BE REMOVED NEW NEW 8'-0" ell ;' INCLUDING BUT NOT LIMITED TO BOARD _n 13__________-______________------ ------ Ezis c" ``' I I ``' 8'-0� ! SPACING (EDGE & BUTT) & FASTENING. �O. •O- '___-- _ -- ! 37M NEW PARTITION ' FASTEN WITH STAINLESS STEEL HIDDEN NEW 2 x 6 PARTITION FASTENING SYSTEM BY TREX N N NEW 42" HIGH PARTITION i i 1 ------ REMOVE EXISTING DECKING, NEW 5/4' x 6" TREX ! 8 '.•• i FARING PARTITION i 4-;2 ' i i -------- m o DECKING (COLOR AS SELECTED B.O.). CLOSELY NEW INTERIOR B N I N EAT AREA ( - BRICK / STONE FOLLOW MANUFACTURERS DIRECTIONS INCLUDING w -'----- ABOVE FOR FUTURE RETRACTABLE I I � �I a � I i w i O2I I i o � _ PO ® 4 x 4 POST PROVIDE SOLID L____"1-_ ___ __-_ W LIVING-ROOM ROOM POWER AB BUT NOT LIMITED TO BOARD SPACING (EDGE & ! i(; E8'-0" -- m Z AWNING, BLOCENG AS 6 & FASTENING, FASTEN WITH STAINLESS I ! o o B -' 24" 24" !""! 4 x 6 POST VERIFY LOCATION IN FlEU) WITH OWNER, RE4D STEEL HIDDEN FASTENING SYSTEM BY TREX o $ (F�) o ass�iuMTu 2 x 10 ¢ E ADD BLOCKING IN WALL AS REQUIRED ❑ POST ABOVE c>I—� i W Fro 2 x s -------- 8' 0" O8 FAN) FOR FUTURE RETRACTABLE AWNING 'i ��� ARCHED OPENING v' j de N�'oTl i ARGHITEfECT.' i z �� I ----- --- ao �� ; 01 " 01 .o. ; _.}'4t b.� N s BEDROOM1 ROOM NAME z:_ O FLOOR/PLUMBING (SEE SPEC.) un .......... v ASSUMMED E 2 X 10 N R - I z CEILING ALL HEIGHT I Sf stsmn To E 2 X 6 NEW P.T. 6" SO. POST ON SIMPSON 8-0 /�' I 8'-0" VERIFY IN FIELD Sd ........: ' � oo ADJUTABLE STANDOFF POST BASE ABU66 i S4 �, g ARMITECT 01 04 SET INTO NEW CONCRETE PIER BELOW CEILING ALL HEIGHT ® POINT i `-4 v7 S4 r r� - (SIZED AS REQUIRED) AND INSTALLED AS i i i �:7• i i i O 1 I UP 13R I z N ' = PER MANUFACTURERS RECOMENDATIONS. BEAM CONFIGURATIONS: M i . ' ''�.r - J , .' a I -----'I o E. DECK (TYPICAL FOR ALL NEW DECK FOOTINGS) FLUSH RECESSED SEMI-RECESSED DROPPED E. DECK i X i ; d,"..... .... i ' O. ••"•I I I C.D CD o0 .1. I---------g------ - •--.��; Sf• ::►• � �ev 3 I CLEARANCE W i M`C 3'-6 KITCHEN .... w N i IIN (n i i 2 I ; ; i = structure as indicated on plans is for floor above I I CIJ ----- --------- --�_v - -----�-� 01 I O'1 I v� 01 z ' All 42U' 10' 4'I o A �. This document: and the ideas and designs incorporated herein, 15' DEEP UPPER CABS --�- ' 1 4 I as an instrument of professional service, is the property of 8•_0� .0 (2) 1 3/ " x 9-1 '9 V. GIR P. ED VE) E Klesse Associates P.A. and is not to be used in whole or in part 01'•'•• -I' � 1''' i •'• '©'1 " 'd " N N 'DN 2" J> _ without the writt n uthorizati n of lea Associates PA. N <r I 2�1 3 4 x 9 1/4 ------ -- ------ - - -=- ------- 4--- - — �- I I—LV.L. GIRDER FLUSH t BOVE ----------- - --------- -�-:- ----------- 1 i PACK WALL BELOW FOR ; i`j6* 11.. " CASEMENT FRAME CASEMENT FRAME rn V llyu� �_- _28"_- __-33-- 12" 12" ___3_3_"_-- _2_4_ 18" 2'-0" WIDE -0 �F -0 2'-0" WIDE x N i LOWER CABS TO BE FLUSH ~ i- i I i i .v 7 �'l' 7 w NO. REVISIO Y DATE WITH REFRIGERATOR ,42" ;' �`� " 2 " 24�2"AFF��1 36 I 1 30" i i 30" ��-6 4 ``fit' c 8-6 8 \ w ':, o: I DRAIIING .....• o I TITLE . ---- ---- FIRST FLOOR PLAN CASEMENTFRAME CAS T FRAME (3) 1 3/4' x9-'1/ GIRDER RECESSED (LOVE) v EXISTING E. FLOOD LIGHT 2'-0 WIDE -0 WIDE WE .4 c3J 3'-4" ILL HT. -4" ILL HT „ .� " i „ f6-0 VERIFY W/ 5 0 IF THIS LINE MEASURES 3 DRAl1ING is AT FULL SCALE t W KrrC IN VENDOR KITCHEN VENDOR IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE DATE: - - - - - - -- ----- - ------- ----------------------------------- -- ------ ------- ---- ------------------------------------ ------------------................. - ----------- U----------- ----- -- -- ------------- ------- ------------ ----------------------------------------- ------------------ DN 4R 12/21/20)23 SCALE: I I I i fl a^ SEE„GRAPHIC„SCAM ABOVE CUP THIS S@E OF STEEL CHANNEL ! FIRST FLOOR PLAN ' ! i I ; i1 1 I I I I j 1 Y. 4" X 6" POST (TYPICAL FOR EACH r---`--`---'---'--�------�----`"-�------•------------------ I DIUIIN B -, SIDE OF WINDOW) (2) 1 3/4' x 11-1/4" GIRDER DROPPED Z I o CHEC® BY: o I T3 TB DRAWING NUMBER 5'o„ A- 3 PRoacr 'No 23039 sm 7 OF 10 MAGHAKIAN �OCJ 0 '-,F 0 0 LQflDI ��„-6 ,/2 APPROVED AS NOTED "R A ��.Ly Cr'"'10 r ® rLooD o.r,•7Ace rn�,,n rmz o-.!,� oAT�E• 2 -2- B.P.; 503`�U COUTF'OL(a Tow Com FEE 1,13 5.0 0 W. NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS' K& FOUNDATION-TWO REQUIRED A - W9 9OU ' 0 9D W YO FOR POURED CONCRETE ROUGH-FRAMING&PLUMBIN(3 S.C.T.M. NO. DISTRICT: 1000 SECTION: 58 BLOCK: 2 LOT(S): 16 INSULATION FINAL.-CONSTRUCTION MUSE BE COMPLETE FOR C.OQ TH LEGEND ABBREVIATIONS LIST OF DRAWINGS CC� L�'ts �/ LC4OM0� ALL CONSTRUCTION � 'YORa�STATC A TOWN!COD CTION SHALL MEETTHE 1. 'QUIP,.f �"� �� ��•���+, :� REQUIREMENTS OF THE CODES OF NEW & AND . y � ,�, • YORK STATE NOT RESPONSIBLE FOR BRICK a AT r►M,»x,}++�,� DESIGN OR CONSTRUCTION ERRORS t NUMBER OR POUND � "... d��• k.. • � , A.F.F. ABOVE FINISHED FLOOR T-1 LEGEND & SITE PLAN w o a CONCRETE ADJUSTABLE 7 - •�-'•,; , - T-2 SPECIFICATIONS �LU�����i CEFtTiB'«'/''.���})!,� A.P. ACCESS PANEL T-3 SPECIFICATIONS CONT. - ' APPROX. APPROXIMATE T-4 SPECIFICATIONS AND FASTENING SCHEDULE i # Or LEA® CONTENT BE:FoRC. C.M.U. A-1 SECTION & DETAILS B.O. Y OWNER A-2 FOUNDATION / BASEMENT PLAN CE�:T�F CAT O�"CCCU AP CY BDD.. BOARD A-3 FIRST FLOOR PLAN U.P. BLDG. BUILDING -- EARTH OR COMPACTED FILL ROCK gam• BLOCK A-4 SECOND FLOOR PLAN13M. BEAM _ A-5 FRONT & LEFT SIDE ELEVATION BOT. BOTTOM A-6 REAR & RIGHT SIDE ELEVATION ZONE vF _ - ;L UPPLY CYSTEC" F INSULATION BATTS BRKT. BRACKET r ��� EL.EC'TI.1CAL.n CfaE`��® ' C]�CEED�!'tQ 06= '�is L DM BSMT. BASEMEN _ _ O.P. TON DIVE MCPECTION REQJI,•E€9 ao w.v. 7 � INSULATION RIGID C B CCAATCH BASIN l INET w.v. v CLG. CEILING I POROUS FILL BUILDING 150.79 ,��.d?eMcinr ALLPLUMBING PLU a B�IWASTE coNc. corlcRL-rE � �*� ��� DEPT. DEPARTMENT &WATER LINES NEED DIA. DIAMETER CHARACTERISTICS = �'"°`�� O"'�. TESTING BE-FORE COVERING STEEL DIM. DIMENSION ® DN. DOWN N 45° 30„ E P. � o 'CRI�► w DWG. DRAWING 00 ® Code Jurisdiction 2020 RESIDENTAIL CODE WOOD BLOCKING E. EXISTING OF NEW YORK STATE "' -y'Pr6V I G AG r-e to r-ed s mo ke, an) Car-Lon ELEC. ELECTRICAL g d ck, J&i�cjo a EQ. EQUAL U S e Group R-3 Z Code x11 C I �S s �r N YS �5 id c f I C�.il ® WOOD FINISH w n F2F FLOOR TO FLOOR 00 > F.D. FRENCH DOOR COnSt. CIaSS. 5 B v° C -`��� F.F.D. FROSTED FRENCH DOOR N �o DECK EXISTING TO REMAIN ID FLOOR DRAIN y o RAi F.E. FIRE EXTINGUISHER 1,620 Sg. Ft. 2NDFtH• --------------------- EXISTING TO BE REMOVED FIT FINISH FLOOR Area — BALCQ7� ti ! FIN. FINISH Largest Floor N'► ;0 sr�ov�R r� NEW WAIL FINISH fLR. FLOOR :.36.1"::;g:;;;:;;;;• .o ••• '.o, v V1 FT. FOOT OR FEET PROPOSED B.C. .... .. •=•`'' • '-'�`:�:�==-':�: ::: _ UNDfR DECK — EXISTING STRUCTURE LINE N e W Building Area o Sq. Ft. 34.3' " gip: sn G.C. GENERAL CONTRACTOR �' u�Nu .v @ y l ADDED FAR .� .tY.. ; j :q .__..'..• '' a, 8 'n NEW STRUCTURE LINE GA. GAUGE UNIT ;2b.' a.'i::' :x;;.•:: n - GALV. GALVANIZED Volume— New Structure LAND N/F OF o,r•,7•,;.: _; �DRNEWAY d GYP. BD. GYPSUM WALLBOARD COUNTY OF SUFFOLK GRADE LINE ADDED FAR X HEIGHT � • ER' H.B. HOSE BIBB ——————— GRADE LINE CHANGE Basement 0 Cu. Ft. F^� l ,2••,• HT. HEIGHT SANrrARY s.7. � W HNA.C. HEATING, VENTILATING, First Floor O Cu. Ft. LOCAL REwous NRAEs ` q41' H AIR CONDITIONING s� sui�vEY J�.Y 18,1972 SYMBOLS I.D. INSIDE DIAMETER/ Second Floor 0 Cu. Ft. A DIMENSION Third Floor N/A Cu. Ft. L.P. �• zoNEnE(Etlz� IN. INCH INT. INTERIOR Tota 1 0 Cu. R. �L--P� FLOao zoNE BD`'ND SECTION DESIGNATION LAM. LAMINATE I +~1 — SECTION NUMBER LV.L LAMINATED VENEER LUMBER GROSS FLOOR AREA BREAKDOWN e zorrF AE(EL a II Z 0 — SHEET NUMBER MFR. MANUFACTURER H MIN. MINIMUM PRINCIPLE STRUCTURE a misc. MISCELLANEOUS ELEVATION DESIGNATION EXISTING ADDMON TOTAL MON. rU — ELEVATION LETTER N. NEW SHEET NUMBER N.I.C. NOT IN CONTRACT First Floor 1,620 Sq Ft. 0 Sq R. 1,620 Sq R. 150.79' W NO. NUMBER A Z CENTERLINE N.T.S. NOT TO SCALE Second Floor 862 Sq R. 0 Sq Ft. 862 Sq Ft. �� CD _ O.C. ON CENTER Total 2,436 Sq Ft. 0 Sq Ft. 2,436 Sq R. S 45035130 W LAND N!F OF ODOOR TAG, SEE SPEC. O.D. OUTSIDE DIAMETER/ DANIEL L SCHWARTZ DIMENSION a a g�-�B-Q•�► JOIST TAG OZ. OUNCE l cLc. naavE Total Land Area 0 SF _ P.D. POCKET DOOR O PLUMBING TAG, SEE SPEC. PL PLATE Disturbed � P-LAM POWER LAMINATE MEMBER 30 lb/sq. ft. live }*►. T�bt P.R. POWDER ROOM Floor Loads REVISION N0. Sleeping PT, PRESSURE TREATED Slee in Areas 10 lb/sq. ft. dead Ib - A a . R. RELOCATED 40 lb/sq. ft. live : ��-••! �,/� RAD. RADIATOR Floor Loads 10 lb/sq. ft. dead ???? � • DETAIL TAG REC. RECESSED Other Areas d SCALE: REF. REFRIGERATOR 30 lb/sq. ft. live 12 REQ. REQUIRED Roof Loads 10 lb/sq. ft. dead � ROOF PITCH TAG REV. REVISION • RM. ROOM 40 lb/sq. ft. live ***NOTE: PARCEL IS LOCATED SEAWARD OF THE LIMIT OF W R.O. ROUGH OPENING Bathroom 20 lb/sq. ft. dead OF MODERATE WAVE ACTpN BOUNDARY A A BUILDING SECTION S. SOUTH REVISED 11- SCHED. SCHEDULE --02-23 SIN. SIMILAR ��' �•�I�► � THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SPEC, SPECIFICATION SIMPSON TOP FLANGE HANGER ! FEMA MAP #36103CO154H LOCATIONS SHOWN ARE FROM F7ELD OBSERVATIONS CQ -1 SPKR. SPEAKER AND OR DATA OBTAINED FROM OTHERS SIZED AS REQUIRED SO. SQUARE EFF. DATE 9-25-2009 �B• HOSE BIB S & R SHELF & ROD ; AREA:22,523.80 SQ.FT. or 0.52 ACf�5 ELEVATION DATUM. S.SINK SERVICE SINK c�2 OUTLET S.T. STEEL TUBE �L � UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY � QUAD OUTLET S.S. STAINLESS STEEL MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 77?UE COPY. GUARANTEES INDICATED HEREON SHALL RUN p use LEVfTON, MODEL T5632 STOR. STORAGE ONLY TO THE PERSON FOR WHOM THE SURVEY 16 PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON STRUCT. STRUCTURAL LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS7ITU770N, GUARANTEES ARE NOT TRANSFERABLE. �cFl GFl PROTECT OUTLET SYM. SYMMETRICAL THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE E- WP/GFI WATER PROOF GFI PROTECTED OUTLET T. TREAD NOT INTENDED TO MONUMENT THE PROPERTYLINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS W 4P TEL. TELEPHONE AND/OR SUBSURFACE S77?UMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY O ® PHONE (TWO LINE HOME RUN, CATEGORY 6, TEMP. TEMPERED MITCHELL MAGHAKIAN; E.-,, 1 T&G TONGUE AND GROOVE TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SURVEY OF:DESCRIBED PROPERTY , of N cjV CERTIFIED TO: 4 TWISTED PAIR) ® CABLE - RG6 QUAD SHIELD - RG6QS (HOMERUN), THK. THICK P``, 1,• No yo NGNCY MAGHAKIAN; ERNEST. SCHROEDER; s T.O. TRIMMED OPENING MAP OF: �. yr 'p E- PHONE (DEFINED ABOVE) �`.^;• E'' .: T.V. TELEVISION GROUND SNOW LOAD 25 lb/sq. ft. ;,� O ®'3 2 HDMI CABLES, IR WIRE, CABLE (DEFINED ABOVE), TYP. TYPICAL FILED: c� a, �,� PHONE DEFINED ABOVE 1' z y t ' 1� ( ) U.O.N. UNLESS OTHERWISE Of �'4 2 HDMI CABLES, IR WIRE, PHONE (DEFINED ABOVE) NOTED BASIC WIND SPEED 130 MPH SITUATED AT: SOUTHOLD o �, �_�� ,. ANT• VERTICAL GAS OUTLET, PROVIDE DANTE VALVE AT ALL TOWN OF:SOUTHOLD , ' 'max° Jw KENNETH M WOYCHUK LAND SURVEYING, PLLC y J .�"='r" _A� ��f W V.I.F. VERIFY IN FIELD EXPOSURE CATEGORY g FIREPLACE LOCATIONS, FINISH AS SELECTED B.O. SUFFOLK COUNTY, NEW PORK �SF a5ass2 J4 Professional Land Surveying and Design ! W.S.D./C.O. 120 VOLT SMOKE / CARBON MONIXIDE DETECTOR WEST WEATHERING SEVERE P.Q. Box 153 Aquebogue, New York 11931 •..t�Q �Y �� � W/ WITH , DATE: PT. 18 2023 L x� PHONE (831)298-1588 FAX (631) 298•-1588 CO S.D. 120 VOLT SMOKE DETECTOR WD• WOOD nL.E #223-136 sCALE:1 =30 SE N. LISC, NO. 050882 O� �y1ow1> dh- DOUBLE HUNG WINDOW W.I.C. WALK IN CLOSET FROST LINE DEPTH 3'-0. iv�1S►J�� c- CASEMENT WINDOW W/o WITHOUT aw- AWNING WINDOW WP. WATERPROOF ...—_..,.,r.--.�,.�.�--�,:�__•_--�.:-_—:...-:---:-_.- .--_--.._�..---------• -- • - f- FIXED WINDOW TERMITE MODERATE TO HEAVY _ -- �� WALL TO BE MEDICINE OF�ALL PLUMBING VERIFY SIZE WITH OWNER ICE BARRIER REQUIRED YES PROPOSED SITE PLAN SCALE: 1" = 40'-0" CI ' A I r ro 9 9L L T � 1 DATE 01/22/2024 PR07ECr NO 23039 SHEET 1 OF 10 MAGHAKIAN & IV 8 e_*% W -9 S -9 -4 V -9 S 0 1,U 0 W Y 0 K [ A l A 0 0 I ° -A[ S 9 9 9 DIVISION 1.1—STRUCTURAL GENERAL NOTES GENERAL NOTES AND SPECIFICATIONS-RENOVATION 6.1.2 Pressure Treated lumber to be in accordance with AWPA(AmericanWood 3-1/2"x 14": Simpson HIIUS410 Protection Association)Standard U1 as follows with special attention to allowable 3-1/2"x 18: Simpson HU416/IIUC416 FOR COASTAL PROJECTS ONLY DIVISION 1—GENERAL NOTES fasteners and flashing. 5-1/4"x 9-1/2": Simpson HHUS5.5/10 STRUCTURAL GENERAL NOTES BELOW SUPERSEDE ALL ARCHITECTURAL NOTES IN 1.1.1 All work is to be performed in accordance with all applicable codes,ordinances 5-114"x 11-7/8": Simpson HHUS5.5/10 P THE DRAWINGS AND SPECIFIECATION P and accepted industrystandard. Carefullycoordinate with erm g ittin officialsx P Preferred Sill plates: Sillbor"borate treated wood"by Lonza Wood 5-114" 14" Simpson HHUS5.5/10 and conform to all specific towns ordinance related to demolition and Protection 7"x 9-1/2": Simpson HIIUS7.25/10 1. ALL WORK SHALL CONFORM TO THE NY STATE UNIFORM CONSTRUCTION CODE construction protection,such as construction fencing,etc. www.wolmanizedwood.com 7"x 11-7/8" Simpson HHUS7.25/10 WITH THE LATEST ADDENDUMS AND THE 2020 RESIDENTIAL CODE OF NEW YORK 7"x 14" Simpson HHUS725/10 STATE WITH APPLICABLE STATE AND LOCAL BUILDING CODES,ORDINANCES,AND 1.1.2 All engineering documents,specifications,and details shall supersede information Alternate Sill plate: Wolmanized Residential Outdoor Wood by Lonza (3) 1-3/4"x 9-1/2"LVL w/ Simpson HWU7.12/9.5 ZONING REQUIREMENTS IN EFFECT. as noted on the architectural documents. Wood Protection treated with.05 CA-C(copper (2)5/8"Steel Flitch Plates BUILDING USE GROUP: R-3 BUILDING CONSTRUCTION TYPE: V(UNPROTECTED WOOD FRAMED azole)rated for above ground. www.wolmanizedwood.com 6.2.8 Verify sizes of all engineered structural members,indicated on drawings,with CONSTRUCTION). 1.1.2 Contractor is to verify all dimensions and conditions in the field and notify the y g' g , Architect of any discrepancies or inconsistencies prior to executing construction. architect prior to ordering and installation' MATERIAL NOTES: 6.1.3 Engineered floor joists are to be Truss Joist(TJI),series 230 or 560 as specified , 1.1.3 Do not scale drawings. Written dimensions take precedence over depicted sizes on the documents and manufactured by Weyerhaeuser(1-888-453-8358). No 6.2.9 All plates to be doubled with splices staggered over studs only. 1. ALL LUMBER SHALL BEAR OFFICIAL GRADE OR TRADEMARK OF ASSOCIATION g P P P P gg UNDER THOSE RULES LUMBER IS GRADED,OR SHALL BE ACCOMPANIED BY A and relationships on drawings. Variations in drawing size may take place due to substitution is acceptable. If contractor inadvertently substitutes manufacturer it CERTIFICATE OF INSPECTION,ISSUED BY THAT ASSOCIATION,STATING THAT THE drafting and printing processes. is the contractor's responsibility to provide signed and sealed calculations from a 6.2.10 Provide double joists minimum under all walls parallel to joist length unless MATERIAL COMPLIES WITH SPECIFICATIONS AS TO SPECIES AND GRADE. ALL licensed structural engineer in the local jurisdiction. specifically noted otherwise. LUMBER SHALL BE WELL SEASONED,SOUND,AND SHALL HAVE A MOISTURE 1.1.4 All dimensions are given to face of gypsum board unless expressly noted CONTENT NOT TO EXCEED 19%,UNLESS SPECIFIED OTHERWISE. otherwise. Windows and exterior doors are located b centerline. 6.1.4 Laminated Veneer Lumber(L.V.L.)headers and beams are to be 2.0E Microlam 6.2.11 Double framing around all openings where not indicated on drawings. 2. ALL WOOD FRAMING EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR Y LVL manufactured by Weyerhaeuser(1-888-453-8358).. Provide 4"x 6" MASONRY SHALL BE PRESSURE TREATED. 3. ALL WOOD FRAMING SHALL BE DOUGLAS FIR NO.2 GRADE OR BETTER WITH A 1.1.5 Contractor to perform in high quality professional workmanlike manner. bearing under all girders as indicated on drawings or minimum 3 %z"bearing 6.2.12 All joists to have 3 'h"minimum bearing over plates or as otherwise indicated on MINIMUM Fb=1,200 PSI AND E=1,600,000 PSI. under all other conditions. No substitution is acceptable. If contractor drawings. Flush beam and headers to have metal hangers. 4. DOUBLE SILL PLATE SHALL BE TREATED WITH ALKALINE COPPER QUATERNARY 1.1.6 Contractor to coordinate and accommodate"Not in Contract"work. inadvertently substitutes manufacturer it is the contractor's responsibility to (ACQ). Including accepting and unloading of all items. provide signed and sealed calculations from a licensed structural engineer in the 6.2.13 All framing members where cut to permit passage of piping,ducts, conduit,etc. 5. MINIMUM NAILED CONNECTIONS FOR WOOD FRAMING MEMBERS SHALL BE IN g P g g local jurisdiction.ACCORDANCE WITH THE LOCAL BUILDING CODE OR TABLE R602.3(1)FASTENER J shall be strapped and braced on each side as per code requirements. Provide SCHEDULE FOR STRUCTURAL MEMBERS OF 2020 RESIDENTIAL CODE OF NEW YORK 1.1.7 Details noted"Typical" imply all such conditions to be treated similarly. Available Width: 1-3/4" miscellaneous framing around openings as required. STATE IF NO OTHER CRITERIA IS GIVEN. Available Depth:5-1/2",7-1/4",9-1/4",9-1/2", 11-1/4", 11-7/8", 14, 16, 6. P L PSL BEA S S L BE ANUFACTURED BY TRUS JOIST OR APPROVED 1.1.8 Contractor shall furnish a Certificate of Occupancy to the Owner at the time of 18,20 6.2.14 All doors or trimmed openings to have(2)-2"x 4"or(2)-2"x 6"studs at jambs Q BE L "Substantial Com letion". minimum,verifywall thickness with plans. AND SHALL HAVE A MINIMUM Fb=2,900 PSI AND E=2,000,000 PSI. P 6.1.5 Parallam(P-Lam) are to be 2.0E Parallam PSL header and beams manufactured 7. MICROEQUAL.LAMBEAMS LVL BEAMS SHALL BE MANUFACTURED BY TRUS JOIST OR APPROVED b We erhaeuser 1 888-453-8358 Provide 4"x 6"bearing under all girders as 6.2.15 All framing shall be plumb and square,true,well braced,pinned together with EQUAL.BEAMS SHALL CONFORM TO THE APA-ENGINEERED WOOD REQUIREMENTS 1.1.9 Contractor shall procure and pay for all permits and fees. Y Y ( - )•• g g g p q p g AND SHALL HAVE A MINIMUM Fb=2,600 PSI AND E=1,900,000 PSI. indicated on drawings or minimum 3 '/2"bearing under all other conditions. No good joints and true bearings. Framing and nailing shall conform to 2020 8. TRUS JOIST TJI/PRO FLOOR JOISTS,RIM BOARDS,AND PARALLAMS SHALL BE 1.1.10 All copies of Drawings, Specifications,Copyrights and the Designs expressed substitution is acceptable. If contractor inadvertently substitutes manufacturer it Residential Code of New York State and good practice. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND responsibility is the contractor's res REQUIREMENTS. therein are and shall remain the property of the Architect. They are to be used P Y to provide signed and sealed calculations from a 9. FRAMING CONNECTORS AND TIES SUCH AS MANUFACTURED BY SIMPSON STRONG- only with respect to this project. licensed structural engineer in the local jurisdiction. 6.2.16 Use subfloor grade construction adhesive at plywood subfloor installation and TIE OR APPROVED EQUAL SHALL BE USED TO REINFORCE FLOOR JOIST/FLUSH Available Width: 3-1/2",5-1/4",7" underlayment grade construction adhesive at plywood underlayment installation. HEADER BEAM CONNECTIONS,GIRDER ANCHORAGE CONNECTIONS,AND 1.1.11 All work is new unless noted as existing. Available Depth: 9-1/4",9-1/2", 11-1/4", 11-7/8", 14", 16", 18" PERIMETER HOLDOWN CONNECTIONS. FRAMING CONNECTORS SHALL BE 6.1.6 Plywood Roof Sheathing shall be 5/8"(or thicker as to align with existing)APA 6.2.15 Exterior dimensional trim and running trim shall be Azek. GALVANIZED AS PER ASTM A653,AND INSTALLED AS PER MANUFACTURER'S Rated Sheathing 32/ 16,C-D,Group 1,Exposure 1 REQUIREMENTS. ZMAX G185 COATING IS REQUIRED. IN ADDITION,THE USE OF 1.1.12 Contractor shall protect all existing to remain construction during all phases of g P P BARRIER MEMBRANES,SUCH AS GRACE'S "VYCOR DECK PROTECTOR"IS work and repair any existing to remain conditions that are damaged during the 62.17 Interior trin shall be clear pine or poplar,continuous pieces,no finger jointed REQUIRED AT ALL LOCATIONS WHERE METAL FRAMING CONNECTORS ARE construction so as to match existing pre-construction condition. 6.1.7 Plywood Wall Sheathing shall be 1/2"(or thicker as to align with existing)APA trim. (Unless otherwise noted in documents) All existing trim to remain shall be SPECIFIED TO BE ATTACHED TO PRESSURE TREATED MEMBERS. Rated Sheathing 32/16,C-D,Group 1,Exposure 1 painted(nit stained) 10. ALL STEEL BOLTS SHALL CONFORM TO ASTM A307 GRADE A CARBON STEEL 1.1.13 Furnish Port-O-John on site for duration of construction. EXTERNALLY THREADED FASTENERS UNO.NUTS SHALL CONFORM TO THE 6.1.8 Plywood Subfloor shall be 3/4"APA Rated Tongue&Groove Sheathing 32/16, 6.2.18 All trim including door,window,window sills base casing crown and exterior REQUIREMENTS OF ASTM A563. BOLTS AND NUTS SHALL BE HAX HEAD ASTM A307 P C-D,Group1,Exposure 1 for all new work. In all locations to receive tile floor, shall match existing (Unless otherwise noted in documents) AND CONFORM TO ANSI STANDARDS B18.2.1 AND B18.2.2. WASHERS SHALL BE 1 2 4 6 CIRCULAR,FLAT AND SMOOTH IN CONFORMANCE WITH THE REQUREMENTS OF 1.1.14 Cleaning shall be the responsibility of the General Contractor. Floors,walls, existing floor sheathing shall be removed in its entirety and new sheathing F E B / 7 24 TYPE A WASHERS IN ANSI STANDARDS B23.L. ALL BOLTS,NUTS AND WASHERS windows,and all other surfaces shall be cleaned ready for occupancy,including installed as specified above. 6.2.19 All shelves shall be thick MDF with all exposed edges to be eased and sanded USED AS EXTERIOR CONNECTIONS SHALL BE GALVANIZED IN ACCORDANCE WITH removal of all labels on window and doors. Turn over building broom clean. The smooth. Install on continuous 1 x 2 cleats with all exposed edges to be eased. ASTM A153. ,... 11. ALL BUILDING MATERIALS SHALL BE DISPOSED IN A PROPER AND ACCEPTABLE owner will wash windows and plumbing fixtures. 6.1.9 At all locations where new building meets existing building roof sheathing, The rod shall be 1-1/4"diameter polished chrome. Provide intermittent supports MANNER. wall sheathing,and subfloor shall be ripped back 2'into existing structure 1 as required at spans greater then 5'-0" 1.1.15 All materials shall be new and of the grade and quality specified. Trained, and new plywood as specified above to span seam between new and old experienced persons,skilled in their various crafts shall perform Work. structures. 6.2.20 Provide bridging as specified below Dimensional Floor Joists: 1.1.16 The entire installation shall be guaranteed against defects in workmanship and Section 6.2 -Carpentry Installation: -Solid wood bridging centered in spans of floor joists exceeding d' material for a period of one year from the date of final acceptance. 6.2.1 Comply with"WCD 1 -Details for Conventional Wood Frame Construction"by 8,-0„• o American Forest&Paper Association/American Wood Council(awc.org)and to Engineered Floor Joists: W Q 1.1.17 Existing conditions shown or implied are based on best available but limited 2020 Residential Code of New York State,including nailing,firesto in , -Engineered joist bridging centered in spans of floor joists A g g PP g - g J g P JCQ information. If conditions are encountered that differ from those shown,noted or anchorage,framing and bracing. Code requirements for spacing,sizing,spans exceeding 11'-0". � implied,all work in that specific area is to stop and the Architect is to be notified. and cuts shall be strictly observed. O No work is to continue in such areas without the permission of the Architect. 6.2.21 Repair and or replace all exterior trim as required due to rot and or new window 6.2.2 Refer to details 2&3 on sheet A-1 for typical beam bolting layout detail and work. H 1.1.18 All allowances/credits shall be for the actual purchase price of the items. typical Microllam L.V.L. and Parallam PSL penetration gusset detail. See detail 5 W on sheet A-1 for the joist penetration location detail. 6.2.22 Furnish and install a 4'-0"long section"Mock-Up"of railing design for approval Z 1.1.19 General Contractor shall procure and pay for building layout and building height before releasing the entire order. E survey. 6.2.3 All piping and electrical penetrations shall be centered in joist depth �+ U 6.2.23 Laser-level all floors throughout house with adequate furring as required. �.. 1.1.20 General Contractor shall procure all other survey work(if required)including but 6.2.4 All structural work shall be literal as per these documents. W w not limited to a foundation location survey. The owner shall be invoiced directly DIVISION 7-THERMAL AND MOISTURE PROTECTION q for these items. 6.2.5 Verify existing structure before any removals: notify architect. Section 7.2 -Building Insulation z E- 7.2.1 Maintain ventilation space at all eaves.Provide insulation baffles as required. o a DIVISION 2 -DEMOLITION 6.2.6 Unless otherwise stated on the drawings,headers shall be as follows: v� 2.1.1 Demolish all wall,ceiling and floor surfaces in all spaces where work occurs Up to 6'-0"opening: use(2)2 x 10's 7.2.2 Provide minimum insulation R values as indicated below,unless values are W A utilizing"The Lead-Safe Certified Guide To Renovate Right"document criteria Up to 10'-0"opening use(2) 1 '/4"x 9'/z"L.V.L's superseded by ResCheck calculations.(General contractor shall verify ResCheck as issued by the EPA most current addition. calculations before proceeding with insulation) The values do not apply to conditions with framing corners or loaded posts above. 2.1.2 Remove and dispose of all waste material in a legal manner including separate 7.2.3 Provide kraft faced fiberglass batt Greenguard Certified insulation with R values dumpsters for construction debris and masonry material. Additionally provide 6.2.7 Unless otherwise stated on the drawings,hangers shall be as follows: as follows: two lockable lid garbage cans on site for food waste and commingled recyclables. 2 x 8: Simpson LUS28 2 x 4 Stud Walls R—15 2.1.3 Disconnect all plumbing,electric,and heating to point of last use. (2)2 x 8: Simpson LUS28-2 2 x 6 Stud Walls R—21 2 x 10: Simpson LUS210 2 x 10 R—30 Z .� 2.1.4 General contractor shall assume all responsibility in reference to the removal and (2)2 x 10: Simpson LUS210-2 2 x 12 R—38 relocation of all existing to remain mechanical,plumbing and electrical services (3)2 x 10: Simpson LUS210-3 Note: In attic spaces where no sub-floor exists above provide R—38 batt exposed due to removal of existing partitions. 2 x 12 : Simpson LUS210 insulation. a 11-7/8"TJI 560: Simpson IUS3.56/11.88 DIVISION 6-ROUGH CARPENTRY 14"TJI 560: Simpson IUS3.56/14 Section 6.1 -General Carpentry Materials 1-3/4"x 9-1/2"LVL Simpson HUS1.81/10 7.2.4 Provide 1"Foamular 250 Rigid Foam Insulated Sheathing with square edges TER 1-3/4"x 11-7/8"LVL Simpson HUS1.81/10 GAS FO 6.1.1 Structural Framing lumber to be No.2 Douglas Fir,or better, 1450 psi minimum, P with an R-5 as manufactured by Owens Corning on all exterior walls. Closely � q 1-3/4"x 14 LVL Simpson HUS 1.81/10 follow manufactures installation instructions. All joints shall be left unta e ,,o IHN p�T factory marked,or metal studs at all basement areas. J PP ,�� F C 3-1/2"x 9-1/2" : Simpson HHUS410 This layer shall be installed over the Tyvek layer as specified in division 7. 3-1/2"x l 1-7/8": Simpson HTIUS410 below. 2 3 5 O? 63 NEW l\i I' ICS3 ° T - 2 -A KL .J _J A ° ° 9 9 _ I DATE 01/22/2024 PROJECT 110 2 3 0 3 9 sHm 2 OF 10 MAGHAKIAN P H 0 "L W 80 Y 0 WEST DRIV _ SOU r_V, S MAO IA 0 0 � 9 9 9 Prime coat: Moore's Fresh Start acrylic latex(023). 16.1.6 All RX wiring with plastic boxes. 7.2.5 Provide 3"thick sound attenuation blankets at all partitions surrounding and 8.2.8 All windows shall have sills furnished and installed by G.C. No picture framing First and second coat:Aura Waterborne(semi-gloss)acrylic latex(632) floors below bathrooms and around all water and sanitary pipes. of windows. 16.1.7 Verify all device locations with owner and architect before wiring. Azek Work(trim) 72.6 All caulking shall conform to F_S.TT-C-598 Grade 1,color to be selected by 8.2.9 Sash Limiters shall be provided at all windows as required by code where Fast and second coat:Sherman Williams Emerald 100°o acrylic Exterior 16.1.8 All switches,receptacles,and plates shall match existing. Provide dimmers as Architect. clear opening of window is greater than 72"above finished grade and less Latex Paint with colors having a Light Reflective Value(LRV)of indicated,color as selected by owner. than 24"above finish floor. 55 or higher. (semi-gloss)Follow Azek's painting instructions. 7.2.7 Seal all thresholds in sealant. Caulk and seal all windows,doors,and joints. 16.1.9 All down-light frame in kits in insulated ceiling conditions shall be"insulated 8.2.10 Carefully follow manufactures instructions for window installation with special DIVISION 12 -FURNISHINGS ceiling"type housings for buried in insulation conditions. Section 7.3 -Siding attention to all flashing requirements. Section 12.1 -Cabinetry 7.3.1 Provide siding as indicated on the drawings installed over"Tyvek Housewrap". 12.1.1 All kitchen/butler pantry cabinets,tops,appliances and installation is by owner. 16.1.1OAR light fixtures shall have LED bulbs sized as required with color temperature of Including layer of"Tyveke StuccoWrap"above"Tyvek Housewrap"below DIVISION 9-FINISIWS G.C.to provide roughing and final hook-ups. Coordinate with owner's kitchen 2700k and Color Rendering Index of 93, these bulbs are manufactured by FETE stucco finish and stone veneers. Closely follow manufactures installation Section 9.1 -Drywall vendor and closely follow kitchen vendor's drawings. Match kitchen vendors Electric, www.feit.com. requirements. If continuous rigid foam insulation is utilize substitute"Tyvek 9.1.1 Install Gold Bond Brand'/z"XP Mold/Moisture Resistant Gypsum Board by drawings with respect to all trades. Allow architect to sign off on all changes StuccoWrap"for"Tyvek Housewrap" National Gypsum Company(704-365-7300)at walls and ceiling throughout scope from the most current drawings available. 16.1.11All light fixtures fimuished by owner shall have bulbs furnished by owner of work. Install Wonderboard on all areas to be tiled. Attach all gypsum boards Section 7.4-Shingle Roofing with construction adhesive and drywall screws. Attach all wonder board with DIVISION 15-MECHANICAL 16.1.12General Contractor shall verify existing smoke detection and carbon monoxide approved fasteners. Seal all wonder board seams,edges and perimeter with Lexel Section 15-HVAC system is in proper working order. If any work is required G.C.to provide change Section 7.5-Flashing Clear All Purpose elastomeric compound manufactured by Sashco 800289.7290 15.1.1 Extend existing heating and cooling systems into new work. Cut and patch order request for owner's approval prior to commencement of work. 7.5.1 Concealed-Provide minimum 16oz.aluminum step flashing.Shop brake where and available at Jaeger Lumber 973.377.1000. diffuser openings as required with like materials to complete the work. 16.1.13Install a multi-tone door-bell and button(s)as Famished by Owner at all new and creases are visible. Separate from dissimilar metals with bituminous coating. (Aluminum flashing shall not be used when in contact with Treated lumber) 9.1.2 General contractor shall apply three coats of spackle to gypsum board and treat or 15.1.2 Materials:ductwork shall be constructed so as to conform to SMACNA. existing single exterior doors including the front door and excluding the garage sand surface to match the existing finish texture to meet satisfaction of architect man-door. 7.5.2 Exposed-Provide minirnum 16oz.copper flashing.Shop brake all creases. and owner's painter. 15.1.3 Run all new ductwork around perimeter of all crawl spaces,basements and attic Separate from dissimilar metals with bituminous coating. areas(so as to maximize usable floor area). Verify proposed ductwork 16.1.14Install hardwired telephone line on each floor,coordinate location in field with 9.1.3 Perfectly patch all wall,ceiling and trim surfaces as required to be ready for paint locations with Architect prior to fabrication and installation. owner. Section 7.9-Roof Venting including removal of existing wall liners. 16.1.15A11 decorative fixture(lighting legend items 7 and 8)shall be located after 7.9.1 No continuous ridge vent shall be used unless there are no power vents 15.1.4 All H.V.A.C.duct tape for both rigid and flexible duct work sealing shall be 2'/�" specified in Section 15 of this specification.Use"Cor-a-vent"V-300 Section 9.4-Painting wide Nashua 324A conforming to U.L.181A-P(Nashua 800.248.7659)no or gypsum board has been installed,with owner and architect. 9.4.1 All painting is in this Contract. Entire residence shall be painted. equals- Seal all joints and comers,including prefabricated joints and longitudinal 7.9.2 Use"Cor-a-vent"Roof-2-Wall model at roof and wall intersection. seams. Exterior/Specialty Door Schedule 9.4.2 The painting contractor shall examine all surfaces after completion of the work by Tag Description DIVISION 8-WOOD DOORS/WINDOWS& HARDWARE the other trades and accept those surfaces before commencing painting. 15.1.5 In cases where the HVAC unit is located in the attic or the second floor,nm all control and refrigeration lines inside the exterior wall to the compressor on grade, A 3'-0"x 7'-0"door with matching with 1'-O"+/-(fv.)double pane sidelights. Section 8.1 -Wood Doors & Hardware cut and patch wall surfaces as required- Allow$5,000 for door 8.1.1 Interior Doors:Provide prehung, 1-3/4"Brosco Flat Panel-Shaker Sticking- 9.4.3 All exterior trim shalt be primed prior to installation. P q ( ) Include screen door as manufactured by Larson Storm Door Company,Full-view Premium Series,Classic elegance#349-04,include all PR-22S. Doors shall have fiull'/4"jambs,colonial stops and fully mortised hinges 15.1.6 All ductwork branch take-offs are to be complete with balancing dampers. hardware and closer 1-800-352-3360 . (hinge frrish as selected by owner). Face panel to match existing raised or flat 9.4.4 Owner reserves the right to select different colors for each space. F g F ( ) B 8'-0"x 6'-10"Anderson 400 Series double pane SDL 2-part sliding door. panel. Verify panel style with Owner prior to ordering. 15.1.7 G.C.to furnish and install ductwork as required,to exterior,for kitchen exhaust Specifications to match windows specifications.Verify 9.4.5 Submit samples for approval for all colors prior to proceeding with flue q p p hand with owner before 8.1.2 Provide hardware allowances as follows: installation. supply and makeup air. ordering. Per lockset,interior door $80 9.4.6 Furnish owner with gallon of each paint labeled for attic stock. 15.1.8 All ducts in the outside walls and unconditioned areas shall be insulated with 1" C +/-10'-0"x+/-6'-10"Anderson 400 Series double pane SDL 4-part sliding door. Per pair lockset for pair of interior doors $100 thick fiberglass wrap with vapor barrier. Verily hand with owner before ordering. Unit is a replacement for an existing Per lockset exterior door $700 9.4.7 Sufficient tarps shall be used to protect carpeting and furniture if required. unit- verify size of existing unit and rough opening prior to ordering. Per pair lockset for pair of exterior doors $900 15.1.9 New diffuser locations shall be as follows: Specifications to match window specifications. 9.4.8 Interior Paint Coatings: 8 10 12 14 Replace all locksets in existing to remain doors,utilize above allowances. Field verify all diffuser locations with owner and architect before D 9'-0"wide x(height to match existing)garage door,style as selected by Owner. VERIFY ALL SHEEN LEVELS WITH OWNER PRIOR TO installation.Align diffusers with centerline of light fixture and coordinate (Allow$7,000 for door),'/z HP Liftmaster solid rail,solid chain driven opener 8.1.3 Pocket door hardware shall be 1750 series with ball bearing hardware and jamb COMMENCEMENT OF WORK with architect. and hardware,including low-headroom hardware if necessary. Co-ordinate vinyl kit as manufactured by A&F Wood Products,Inc. Hardware is available at seal color with Owner. Home Depot. Ferrous Metals(hollow metal,miscellaneous metals,etc.). Diffuser locations and material shall match existing. Prime coat:Moore's Fresh Start Oil Based Primer(024). Door Schedule Notes: Section 8.2-Windows and Sidelites First and second coat:Satin Impervo Alkyd Low Luster(235). Section 15.2-Plumbing All insulated glazing shall be%"thick argon filled only:no Low-E glass 8.2.1 All windows to be Anderson Double-Hung 400 series or Casement 400 series 15.2.1 General:Provide design/build plumbing system to conform to the National 1 Gypsum Drywall Systems(ceilings) Standard Plumbing Code and applicable requirements of an local codes having Refer to elevations for transom locations. with /�"thick insulated glazing(argon filled,Low-E) and fill height screens, g PP �1 Y Grilles shall be 7/8"thk and permanently applied interior and exterior w/spacer Prime coat:Moore's Fresh Start acrylic latex(023). jurisdiction. bar. Interior grilles shall be clear pine and exterior grills shall be clad selected First and second coat:Regal Classic Flat Finish(215) Flooring Material Legend from one of the four standard color options,as selected by owner.Include 1.5.2.2 For Kitchen alteration projects:in addition to as indicated on the drawings, Tag Description Gypsum Drywall Systems(walls) furnish Plumbing as required for dishwasher,garbage disposal,refrigerators, standard finish hardware for Double-Hangs and Casement units. All exterior P g q g g P g Prime coat:Moore's Fresh Start acrylic latex(023). oven,range,i hot, of filler. casing trim and sills to perfectly match existing,verify in field. Sizes as noted on g � nstant F 1 OMIT Eggshell Finish(319)E si l Cl R t d d t Firs an second coat:Regal Classic gg the drawings and as per field dimensions. FIELD-VERIFY ALL WINDOW First COREtec luxury vinyl plank flooring furnished by owner and installed by ROUGH OPENINGS IN FIELD WITH ARCHITECT BEFORE 15.2.3 All waste shall be P.V.C.,vent pipe shall be P.V.C.and vent penetrations through G.C. G.C.to level all floors FINALIZING ORDER WITH WINDOW VENDOR. Gypsum Drywall Systems-Moisture Areas(walls and ceilings etc.) roof shall be copper;all water risers shall be 3/4"copper with%2"copper supplies Prime coat:Moore's Fresh Start acrylic latex(023). (plastic piping is an approved substitute). If plastic piping is utilized provide First and second coat:Kitchen&Bath Satin(322). manifold in mechanical room with homeruns to all locations and separate 8.22 Refer to elevations for transom locations. shutoffs. All gas piping shall be black pipe or trac pipe. All copper piping shall 8.2.1 Tags related to windows and sidelights on the architectural drawings are Wood Work-Painting be Type`L'. Size as required. clear-glass dimensions. Prime coat:Moore's Fresh Start Oil Based Primer(024). First and second coat:Advanced Interior Paint Satin(792). 15.2.4 General Contractor shall have a certified clumneY inspector,inspect all existing to FOR DOUBLE HUNG UNITS:Add approximately 6"to width and 7"to F P g height(plus 2 times glass size)to get unit dimension sizes. remain flues for compliance to the building code and provide an additional cost to FOR CASEMENT UNITS:Add approximately 6"to width and 6"to height Wood Work-Transparent the owner without markup to modify the flue if work is required. to get unit dimension sizes First coat: Sealer:Minwaxt Water Based Pre-Stain Wood Conditioner Second coat:Minwax Water Based Wood Stain,apply additional coats if DIVISION 16-ELECTRICAL/FIRE LIFE SAFETY 8.2.2 `NEW' on architectural drawings are new construction windows sized to fit required for color Section 16.1 -General Finish Coats:Mi 16.1.1 General:Provide Design/build electrical system to comply with the National mvax-Water Based Oil-Modified Polyurethane sheen as within existing window rough opening. Provide new interior&exterior casing selected b.o. Apply(3)coats of this product trim as specified_ General Contractor shall field verify size before finalizing order Electrical Code,Underwriter's Laboratories and all other authorities having with window vendor. Basement Walls jurisdiction including the installation of ground fault outlets,tamper proof outlets and arc fault protection, including the installation of outlets and switches in 8.2.3 `REPLACE'on architectural drawings are replacement windows sized to fit First and second coat:MasterSea1583 water-proofing membrane and that are not indicated on the documents however are required to within existing window frame. Existing interior&exterior casing shall remain. Garage and Concrete Floors comply with the requirements of the building codes. General Contractor shall field verify size before finalizing order with window First and second coat:Behr Concrete and Garage Floor vendor. 16.1.2 For Kitchen alteration projects:in addition to as indicated on the drawings, Paint: 1-part Epoxy Acrylic firnish electrical as required for dishwasher,microwave oven,hood,garbage 8.2.4 All specialty units,transom units and Que like shall be%2"thick insulated glazing disposal,refrigerator,oven,range,instant hot,wine cooler. (argon filled,Low-E)unless otherwise noted. 9.4.9 Exterior Paint Coatings: 16.1.3 Furnish Lighting fixtures as indicated on the"Lighting Legend"(No 8.2.5 Shop drawings shall be required for all specialty and all elliptical transom units Ferrous Metals(hollow metal,miscellaneous metals,etc.). Substitutions)and provide appropriate lamps for specified fixtures. provided by window manufacturer prior to ordering. Prime coat:Moore's Fresh Start Oil Based Primer(024). First and second coat:Impervo huterior/Exterior Alkyd High Gloos 16.1.4 Furnish and install new 100 amp sub panel for new work. 8.2.6 Provide tempered glass as required by code. Enamel(133) - 8.2.7 Flash all exterior window and door units with copper drip cap. Wood Work(trim and doors) 16.1.5 Label circuits on circuit breaker panel. 9 it 13 15 SS03SAr- - I uF I ' S3810 Ar AN[ OAi) ("I-NI " - O F SW A S y T - 3 � 9 9 1-J L-J . L L-i DATE 01/22/2024 PROJECT NO 23039 smET 3 OF 10 MAGHAKIAN 0 0 D - ",E W Y 8 W "' V so ,-V,l R _V, S MAU _.HA _. 9 9 9 -.0 O 'd 3-3"x 0.131"nails;or 8d corrosion-resistant Casing 2304.10.1 Fastener Requirements 3-3"14 gage staples,7/t6"crown Connections for wood members shall be designed In accordance with the appropriate methodology in Section 2302.1.7he number and size 2.8d common(21/2"x 0.131");or Interior paneling of fasteners connecting wood members shall be not less than that set forth in Table 2304.10.1. 2-10d box(3"x 0,128'1•or 18.S"brace to each stud and plate 2-3"x 0,131'nails;or Face Hall 1 x 0.080";or 7 40.11d' 4d casing(;/z" ) 6 12 2-3"14 gage staples, 1,6"crown 4d finish(1 12'x 0.072") TABLE 2304.10.1 FASTENING SCHEDULE 2.8d common(2V2"x 0.131");or 'Is" 6d casing(2" (0.099"y or 19.1"x 6"Sheathing to each bearing 2.10d box(3"x 0.128") Face nail 41. 6d finish(Panel supports at 24 Inches) 6 12 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 3-8d common(21/2"x 0.1311;or Roof 20.1"x 8"and wider sheathing to each bearing 3-10d box(3"x 0.128") Face Hall For SI:1Inch=25.4 mm. 3.8d common(21/z"x 0.131"),or Floor a.Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more.For nailing of wood structural 1.Blocking between cell Ing joists,rafters or 3-1 Od box(3"x 0.128");or Each end,toenail 3-Rd common(21/i'x 0.131 IT or Floor panel and particleboard diaphragms and shear walls,refer to Section 2305.Nails for wall sheathing are permitted to trusses to top plate or other framing below 3-3"x 0.131"nails;or 3-3"14 gage staples,7/16`crown 3-1 Od box{3'x 0.128");or Toenail he common,box or casing. 21.joist to sill,top plate,or girder 3-3'x 0.131'nails;or 2-8d common(21/i'x 0.131") 3-3.14 gage staples,7/,6"crown b.Spacing shall be 6 Inches on center on the edges and 12 inches on center at intermediate supports for nonstructural 2-3'x 0,131"nails Each end,toenail applications.panel supports at 16 inches(20 Inches if strength axis in the long direction of the panel,unless 2.3"14 gage staples 8d common(21/2"x 0.131");or otherwise marked). Blocking between rafters or truss not at the wall 22.Rim joist,band joist,or blocidng to top plate, 10d box(3"x 0.128'),,or 6'o,c.,toenail top plate,to rafter or truss 2-16 d common(31/2'x 0.162") slll or other framing below 3"x 0.131"nails;or c.Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the ceiling joist is 3-3"x 0.131"nails End nail 3"14 gage staples,711e crown fastened to the top plate in accordance with this schedule,the number of toenails in the rafter shall be permitted to 3-3"14 gage staples 1 be reduced by one Hall. 2-8d common(2 1�x 0.131");or 2.3.1"x 6'subfloor or less to each joist Face nail 16d common(31/2"x 0.1621)@ 6"o.c 2.10d box(3"x 0.128") d,RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. Flat blocking to truss and web filler 3"x 0,111"nails @ 6'o.c. Face nail 3"x 14 gage staples @ 6"o.c 24.2"subfloor to joistor girder 2-16d common 43'/2'x 0.162") Face nail i 3 8d cammen(21/2 x 0.131");or 25.2"planks(plank&beam-floor&roof) 2-16d common(3112"x 0.162') Each bearing,face nail 2.Ceiling joists to sop plate 3-10d box(3'x 0.128'),or Each joist toenail 32"o.c,face nail at top and bottom , 3-3"x 0-131"nails;or i 20d common(4"x 0.192"} staggered on opposite sides 3-3"14 gage staples,7115'crown 1 Od box(3"x 0.128"t ar 3-16d common{31/z"x 0.162"k or 24"o,c,face nail at top and bottom 3.Ceiling joist not attached to parallel rafter,laps 3"x 0.131'nails;or staggered on opposite sides 410d box(3"x 0.128"$or ' 7 over partitions(no thrust) Face nail 3"14 gage staples, 116`crown I 4-3"x 0,131"nails;or 26.Built-up gird and beams,2"lumber layers I (see Section 2308,7.3.1,Table 23W.7.3.1) 4-3"14 gage staples,7/t6"crown i And; t I 6 C 2-20d common W'x 0.192");or k 4.Ceilingjoist attached to parallel rafter(heel I( 3-10d box(3"x 0.128');or Ends and at each splice,face nail joint} Per Table 2308.7.3,1 Face nail i 3-3"x 0.i31"naiIs;or (see Section 2308.7.3.1,Table 2308,73.1) ' 3-3"14 gage staples,7/16'crown 3-10d common(3"x 0.148");or 3-16d common{31/2'x 0.162X or 4-1 Od box(7 x 0.12E");or Face nail 4-10d box(3"x 0.128");or S.Collar tie to rafter 4-3"x 0.131"nails;or 27.Ledger strip supporting joists or rafters Each joist or rafter,face nail 4-3'x 0.131'nails;or 4-3"14 gage staples,7/1G'crown 4-3"14 gage staples,7/16"crown 3-10 common(3'x 0.148);or 3.16d common(3112"x 0.1621;or 3-1 6d box{3112'x 0.135");or i 6.Rafter or roof truss to top plate 4-10d box(a'x 0.128");or End Hall (See Section 2308.7,5,Table 2308.7.5) 4-1 Od box(3'x 0.128'k or Toenail' 28.Joist to band joist or rim joist 4-3"x 0.131"nails;or 43"x 0,131 nails;or 4.3"14gage staples,7/16'crown 4-3"14 gage staples,7/16"crown 2-Bd common(21/2'x 0.131'1;or 7.Roof rafters to ridge valley or hip rafters;or 2-16d common(31/2'x 0.162");or 11. 2-1 Od box(3"x 0.128") or roof rafter to 2-inch rid a beam 3-10d box(3'x 0.128");or 29.Prldging or blocking to joist,rafter or truss Each end,toenail g End nail 2-3"x 0.131"nails;or 3-3"x 0.1 it"nails,or 2-3"14 gage staples,7/16"crown i 3-3'14 gage staples,7)16"crown;or Wood structural panels(WSP),subfloor,roof and Interior wall sheathing to framing and particleboard watt sheathing to framing* I 3-10d common(3"x 0.148")or 4-16d box(31/2"x 0.135");or Edges Intermediate 40d box(3"x 0.128");or Toenail (inches) supports -1 (Inches) 4-3"x0.131"nails,or 4-3"14 gape staples,7/1r'crown 6d common or deformed(2"x 0.1131 6 12 (subfloor and wall) Wall 16d common(31/2'`x 0.162"); 24"o.c.face nail ad common or deformed(21/2 x 0.131") d 6 12 (roof)or RSRS-09(2/g"x 0.119")nail(Toni) 8.Stud to stud(not at braced wal I panels) 10d box(3"x 0.128");or 1 " 23/e'x 0.113"nail(subfloor and wall) 6 12 3"x 3 0.131"nails;or 16"o.c.face naiii 30. /g'- /z 3.3"14 gage staples,7/15'crown 13/4"16 gage staple,7/16"crown (subfloor and walk 4 8 16d common(3112"x 0.162"g or 16"o.c.face nail 2;/a'x 0.113"nail(roof) 4 8 9.Stud to stud and abutting studs at intersecting 16d box(31/2"x 0.135");or 12"O.C.face nail wall corners(at braced wall panels) 14/4-16 gage staple,7116"crown(roof} 3 6 3"x 0.131"nails;Or 12"o.c.fate Hai! 3.3"14 gage staples,1116"crown 8d common(2112'x 0.131"):or 6d deformed(2"x 0.113") 6 12 16d common(3112"x 0.162'1;or 16"o.c.each edge,face nail (subfloor and wall) 10.Built-up header(2"to 2"header) 16d box(31/z"x 0.135") 12"o.c,each edge,face nail 8d common or deformed(21/2'x 0.131") 4-8d common(21/2'x 0.131•");or 31.19/iz"-3141 (roaf)eor RSRS-01(2318"x 0.1IN)nail, 6 12 11.Continuous header to stud 4-1 Od box(3"x 0.128") Toenail (roof) 2"/g"x 0.113"nail; 16d common(31/2'x 0.162");or 16"o.c.face nail 4 8 2"16 gage staple,7/1/1 6"crown 12.Top plate to top plate 10d box(3"x 0,128");or 3"x 0.131'nails;or 12"o.c.face nail 32 718,-11/4, Bid deformed E2 14d common(3'x 0,148"/2'x 0.13 1"j 6 12 or 3'14 gage staples,7/1L"crown 8-16d common(3112'x 0.162");or Other exterior wait sheathing Each sideof end joint,face nail 12-10d box(3"x 0.128");or minimum 24"la lice length each 11/2 galvanized roofing nail 13.Top plate to top plate,at end Joints 12-3"x 0.131"nails;or ( p splice i b 7 side of end Joint) 33. 17"fiberboard sheathing (116'head diameter);or 3 6 12-3"14 gage staples,7/16`crown 11/4 16 gage staple with 7/16"or 1"crown 16d common(31/2"x 0.162'1;or 16'ox.face nail 11/4"galvanized roofing nail 14.Bottom plate tojoist,rim joist,band Joist or 16d box(31/2'x 0.135"),*or 34,25/32"fiherboard sheathing" (7S%"diameter head);or 7 3 6 blocking(not at braced wall panels) 3"x 0.931"Halls;or 12"o.c.face nail 1 /2"16 gage staple with /16"or 1"crown I 3"14 gage staples,7/16'crown Wood structural panels,combination subfloor underlayment to framing i 2-16d common(3112"x 0.162">:or 1 x I Ed common(2/z` 0.131");or ! 15.Bottom plate to joist,rim joist,band joist or 3-16d box(3%"x 0.135");or 16"c.c.face nail 35.3/a"and less 6d deformed(2"x 0.11 YJ 6 12 blocking at braced wall panels 4-3"x 0.131"nails;or 4-3"14 gage staples,7/16"crown t 36.7/g"-i" 8d common(2/2"x 0.131");or 6 12 4-8d common(21/2"x 0,131"1;or Bid deformed(2'12"x 0.131'� 4-1 Did box(3"x 0.128');or Toenail 1 I od common(3"x 0.148"k or 6 12 4-3"x 0.131'nails;or 37.1 /8"-1'la 8d m defored(21/2"x 0.131") 4-3"14 gage staples,7h6'crown;or 16.Stud to top or bottom plate I Panel siding to framing 2.16d common(3'/Z'x 0.162");or 3-1 Od box(3'x 0.128'3; End nail or 6d corrosion-resistant siding I 3-3"x 0.131"nails;or 3a,1/2 or less (1718"x 0.706'7;or 6 12 3.3"14 gage staples,71,6'crown 6d corrosion-resistant casing(2"x 0.099") 17.Top plates,laps at corners and intersections 2-16d common(31/2*x 0-162');or Face nail i 39.s/8' 8d corrosion resistant siding 6 12 3-1 Od box(3"x 0.128");or !� (2/8"x 0.128":or o 8 -[ A S S E 0 I" Jl S A AV1 OA ) o o T ® 4 � 9 9LJLL DATE 01/22/2024 PROJECT NO 23039 SHEET 4 OF 10 MAGHAKIAN —� NOTCH 2.0E G—P LAM L.V.L.(S) AND STAGGER ® STEEL PLATE(S) AS REQUIRED FOR STAGGER ® 1/3 a 1/3 1/3 6" 12" 16" O.C. ROOF RAFTERS (1/3 TOTAL DEPTH 16" O.C. 12' 6" MAX 2" DIA. 3/8" CLEAR SPACE MAX. MAX. MAX.) MAX. MAX. 3/8" PLYWOOD SUBFLOOR M o SUBFLOOR AND FINISH FLOOR SEE i 1 `� o PLANS FOR DETAILS LVL GIRDER FLUSH _ _ _ _ HEAD HEIGHT MEASURED SEE PLAN FOR SIZE s" WITH FLOOR SYSTEM _ _ _ _ _ _ _ _ _ _ _ _ 7 FROM FINISHED FLR. TO UNDERSIDE OF FRAME 2X DIA. OF LARGER HOLE W o N C-5 TECO HANGER SIZED AS N MICROLLAM LVL & PARALLAM PSL BEAMS 2 x �S ,S REQUIRED § MIN. BEARING AT 1/2" DIA. STEEL NUT, BOLT, & W REFER To BEAM MANUFACTURERS LITERATURE FOR FURTHER INFORMATION.EACH SUPPORT TO WASHER AT EACH SIDE WINDOW CONTACT ENGINEER FOR HOLES EXCEEDING 2" DIA. 1/2" GYP. BOARD CEILING KLESSE FORBES ARCHITECTS BE (2) 2 x 4's ASSEMBLY. HOLE NOT TO EXCEED DIA. OF BOLT. (TYP.). 1/3 1/3 1/3 38 CHATHAM ROAD SHORT HILLS, NEW JERSEY 07078 FLUSH PHONE (973) 379-6602 TYPICAL BEAM BOLTING LAYOUT - xl.EssE.coM 2 SCALE: 3/4" = 1'--0" 3/8" CLEAR SPACE 3/8" PLYWOOD SUBFLOOR TIMOTHY P. KLESSE, AIA, ASID JOIST SEE NOTE FOR MAX. DIA.. r- 2 X D1 O1 N SUBFLOOR AND FINISH FLOOR SEE NJ 09204 NY 027863 ° ° I—JOISTS PLANS FOR DETAILS a IRDER FLUSH REFER TO JOISTS MANUFACTURERS LITERATURE FOR FURTHER INFORMATION. 6" WITHGFLOOR SYSTEM ROBERT W. FORBES, AIA, LEER AP HEAD HEIGHT MEASURED _ _ _ _ NJ 21AI01962600 ° _ _ _ _ _ _ _ _ _ _ _ SEE PLAN FOR SIZE 1T � MAX. VERTICAL OFFSET Z FROM FINISHED FLR TO UNDERSIDE OF FRAME �� �., MAX DIA 1/3 DEPTH OF JOIST 6n cLR TECO HANGER SIZED AS INTERIOR (2) 3/8" THK. x 1/2' LESS THAN GIRDER DEPTH x 1'-6" LONG (ONE ON REQUIRED 2 x 's .S ALTERATIONS TO RESIDENCE OF: EACH SIDE AND CENTERED IN ALL DIRECTIONS) STEEL PLATES W/ (6) 3/8" W DIA. BOLT, WASHER, & NUT ASSEMBLIES (A307) 1 3/8" FROM EACH SIDE ON 1/2" GYP. BOARD CEILING Mr & Mrs. Maghakian ALL CORNERS AND AS INDICATED. THIS ASSEMBLY OCCURS AT EVERY JOIST ,Y 80 West Drive AND GIRDER CUT THROUGH WITH ANY PIPE GREATER THAN 2" BUT UP TO 3" IN DIA. WITH HOLE DIAMETER EQUAL TO 1/2" PLUS PIPE DIAMETER CENTERED DOOR CONVENTIONAL FRAMING N Southold, NY 11971 IN EACH STEEL PLATE. ANY BEAM LESS THAN 11 7/8' IN DEPTH AND ANY — HOLE LARGER THAN SPECIFIED MUST BE SPECIFICALLY ENGINEERED. RECESSED TYPICAL Iv11CROLLAM LVL & PARALLAM PSL ffm CROSS HATCH REPRESENTS AREA WHERE PENETRATION MAY OCCUR VERTICAL SECTION FOR TYPICAL HOLD DIMENSIONS JOIST PENETRATION LOCATION DETAIL DETAIL APPAL LIES TOUNIFORM LOADS ONLY, PENETRATION GUSSET DETAIL CONSULT ARCHITECT AND STRUCTURAL 6 TYPICAL P-LAM GIRDER DETAIL 3 4 5 SCALE: 3/4" = 1'--0" NOTE: THIS DETAIL APPLIES TO ENTIRE SCOPE OF PROJECT. ALL HOLES AS NOT TO SCALE ENGINEER FOR ALL OTHER CONDITIONS. SCALE: 1" = 1'-0" SPECIFED ABOVE SHALL RECEIVE GUSSETING AS INDICATED ABOVE. ]LEGEND OF CONSTRUCTION EXIST. PARTITION TO REMAIN EXIST. PARTITION TO BE REMOVED NEW PARTITION G NEW 2 x 6 PARTITION NEW 42" HIGH PARTITION NEW INTERIOR BEARING PARTITION BRICK / STONE Rf 4 x 4 POST PROVIDE SOLID 4 x 6 POST BLOCEQNG AS REQUIRED ❑ POST ABOVE ARCHED OPENING BEDROOM #1 ROOM NAME 10 FLOOR/PLUMBING (SEE SPEC.) E0" CEILING/WALL HEIGHT 22 CEILING/WALL HEIGHT ® POINT BEAM CONFIGURATIONS: FLUSH RECESSED SEMI—RECESSED DROPPED CLEARANCE All structure as indicated on plans is for floor Tboe This document: and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Klesse Associates P.A. and is not to be used in whole or in part without the written authorization of Klesse Associates P.A. NO,. REVISION DATE DRAWING TITLE DETAILS IF THIS LINE MEASURES 3" DRAWING IS AT FULL SCALE IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE DATE: 01/22/2024 SCALE: AS NOTED DRAWN BY: R.F' CHECKED BY: TK DRAWING NUMBER A® 1 PROJECT NO 23039SMT 5 OF 10 MAGHAKiAN i CD '1' z EXISTING EXISTING P.C. COMPRESSOR A.C. COMPRESS R o A B \ Z DEC 21 KLESSE FORBES ARCHITECTS JUNE 21 38 CHATHAM ROAD ——— SHORT HILLS, NEW JERSEY 07078 PHONE (973) 379-6602 MSSE.COM X a JOlsrs ' TIMOTHY P. KLESSE, AIA, ASID �I 0 NJ 09204 NY 027863 co STORAGE ROBERT W. FORBES, AIA, LEED AP ED M t NJ 21AI01962600 w INTERIOR ALTERATIONS TO RESIDENCE OF: UP 11R Mr & Mrs. Maghakian 80 West Drive Southold, NY 11971 I LIGHTING LEGEND 01 4" LIGHTOLIER LYTECASTER LED L413 DOWNLIGHT (WET) 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE E. REF. I �2 5" LIGHTOLIER LYTECASTER LED L5R DOWNLIGHT (WET) STORAGE 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 3 4" LIGHTOLIER LYTECASTER LED L4RADJ DOWNLIGHT 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE I �4 5" LIGHTOLIER LYTECASTER LED L5RADJ DOWNLIGHT 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE �5 4" LIGHTOLIER LYTECASTER LED L4S DOWNLIGHT (WET) 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE __ __ __ __ �6 5' LIGHTOLIER LYTECASTER LED L5S DOWNLIGHT (WET) 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE E. H.W. BOILER 7 WALL FIXTURE (FURNISHED B.O.) I UNIT C ' 1313 8 DECORATIVE FIXTURE (FURNISHED B.O.) 1 I 69 NUTONE QTXEN110S (FAN) 10 CALCULITE LED 3" EVOLUTION BY LIGHTOLIER LIGHT ENGINE: C3LO85AO127K9NF TRIM:C3LAWHW EXISTING I H.V.A.C. 12 JUNO PRO—LED UPL30—WH (CLOSET LIGHT) HOT ITATER I 013 PULL CHAIN FIXTURE ALL (3) CELLS OF CMU'S SOLID 14 CONTINUOUS LED TAPE LIGHT, 90 CRI, 3000K WITH CONCRETE UNDER POINT LOAD I FROM ABOVE. �15 LOW—VOLTAGE LIGHT COPPERMOON CM.830 ANTIQUE BRASS FINISH (800-727-5483) �16 LOW—VOLTAGE LIGHT COPPERMOON CM.865 ANTIQUE BRASS FINISH (800-727-5483) �17 4' LED STRIP LIGHT E. LALLY COLUMN �7118 HEATH ZENITH 240—DEGREE OUTDOOR V 1D� MOTION—SENSING SECURITY LIGHT P P (ABO E) LEGEND OF CONSTRUCTION I EXIST. PARTITION TO REMAIN EXIST. PARTITION TO BE REMOVED �——— —— —— —— o I NEW PARTITION NEW 2 x 6 PARTITION Of STORAGE / UTILITY I I '� NEW 42" HIGH PARTITION x 1 s'—g" DECK JOISTS N I111 NEW INTERIOR HEARING PARTITION I cv E z x �o Jalsls � BRICK / STONE - 4i z I ® 4 x 4 POST PROVIDE SOLID X 1 i 4 x 6 POST BLOCIKING AS REQUIRED E. LALLY COLUMN W ❑ POST ABOVE I ARCHED OPENING BEDROOM 1 ROOM NAME ❑ ,�,,^ I I O FLOOR/PLUMBING (SEE SPEC.) GARAGE I g�_p" CEILING/WALL HEIGHT v w W o 1 I 2—3" CEILING/WALL HEIGHT ® POINT W `r BEAM CONFIGURATIONS: w I = ; FLUSH RECESSED SEMI—RECESSED DROPPED ' — —— I CLEARANCE J Z O " rn I I \------------------------------� " uj t 1 7 j j � I Alt structure as indicated on plans is for flocy) or above 1 This document: and the ideas and designs incorporated herein, I I _" j E. 2 X 10 JOISTS �i i EXISTING (3) 2 X 10 FLUSH GIRDER ' as an instrument of professional service, is the property of Klesse Associates P.A. and is not to be used in whole or in part without the written authorization of Klesse Associates P.A. FILL CMU'S SOLID WITH CONCRETE UNDER POINT LOAD FROM ABOVE. M I I w NO. REVISION DATE CD NEW r_ �1 '1 N I DRAWING TITLE Z (3) 1 3/4" x 9-1/4" L.V.L. W I o f FOUNDATION / BASEMENT PLAN j GIRDER FLUSH (ABOVE) a1 I' I. N i o t�, I ✓ V W IF THIS LINE MEASURES 3" DRAWING IS AT FULL SCALE W I IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE DATE: N _ EXISTING FLUSH GIRDER EXISTING FLUSH GIRDER EXISTING FLUSH GIRDER EXISTING ELUSH GIRDER — —— — — — - -— ——�——— Q—�———— —T — O1/22/2024 SCALE_ 1 4" - V-0" FOUNDATION , BASEMENT PLAN � � SEE GRAPHIC SCALE ABOVE DRA16N BY: L ---- PG/RF CHECKED BY: TK DRAIWING NUMBER A- 2 PROJECT NO 23039 SHEET 6 OF 10 MAGHAKIAN d k REMOVE EXISTING VINYL FLOORING, z f WINDOW WINDOW LEVEL EXISTING FLOOR AS REQUIRED z TYPE 'A' TYPE 'A' READY FOR NEW LUXURY VINYL PLANK a_ KLESSE FORBES ARCHITECT REPLACE REPLACE AS SPECIFIED (TYPICAL FOR ALL DEC 21 ,S EGRESS EGRESS SPACES UNLESS OTHERWISE NOTED) JUNE 21 38 CHATHAM ROAD ——— SHORT HILLS, NEW JERSEY 07078 PHONE (973) 379-6602 nESSE.COM Of W TIMOTHY P. KLESSE, AIA, ASID I NJ 09204 NY 027863 �N BEDROOM # N ROBERT W. FORBES, AIA, LEED AP 2 � NJ 21AI01962600 , N= N KING N INTERIOR MATTRESS-6'-4" x 6'-8" z ALTERATIONS TO RESIDENCE OF: FRAME-7'-3" x 7'-'" Mr & Mrs. Maghakian 80 West Drive s Southold, NY 11971 a W o- REMOVE EXISTING WINDOW AND INSTALL NEW WINDOW, LIGHTING LEGEND MODIFY EXISTING OPENING ABOUT 6" IN WIDTH , VERIFY WITH OWNER PRIOR TO COMMENCEMENT OF BATH #2 WORK. O, 4" UGHTOLIER LYTECASTER LED L4R DOWNUGHT (WET) 650 LUMENS , 90 CRI , 3000K, OPEN DOWNUGHT, WHITE M 0 02 5" UGHTOLIER LYTECASTER LED L513 DOWNUGHT WET 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNUGHT, WHITE z o �.3 4" UGHTOLIER LYTECASTER LED L4RADJ DOWNUGHT '63 650 LUMENS , 90 CRI , 3000K, OPEN DOWNUGHT, WHITE z )co L N= �'4 5" UGHTOLIER LYTECASTER LED L5RADJ DOWNUGHT 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNUGHT, WHITE �5 4" LIGHTOLIER LYTECASTER LED L4S DOWNLGHT (WET) 11=6'-10" H=6'-10"-8" • S-2-8" 0 650 LUMENS , 90 CRI , 3000K, OPEN DOWNUGHT, WHITE H 0 REPLACE REPLACE -_ --—-- -_ 6 5" LIGHTOLIER LYTECASTER LED L5S DOWNUGHT (WET) 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNUGHT, WHITE y y i 7 WALL FIXTURE (FURNISHED B.O.) ' Og DECORATIVE FIXTURE (FURNISHED B.O.) ISTINVFY G�I MINE�OVE ti I a 9 NUTONE QTXEN 110S (FAN) IN(2) 1 3/4" x 9 1/4" NOTIFY A+�ITEcr �k = BEDROOM 1 • 10 CALCUUTE LED 3" EVOLUTION BY LIGHTOUER LIGHT ENGINE: C3L085AO127K9NF TRIM:C3LAWHW L.V.L. GIRDER FLUSH (ABOVE) N 112 JUNO PRO-LED UPL30-W'H (CLOSET LIGHT) N i 0113 PULL CHAIN FIXTURE NEW 3 x 3 x 3/16" STRUCTURAL STEEL POST WITH HALL _ — cn= 8,-0" Z N 7" x 3-1/2" x 1/2" THICK TOP PLATE AND 12" x O BEDROOM 2 "— 14 CONTINUOUS LED TAPE LIGHT, 90 CRI, 3000K 2 i v 8" x 5/8" THICK BOTTOM PLATES. PROVIDE (2) -I E. DECK (ABOVE) 0 _ 5/8" DIAMETER X 16" DEEP ANCHOR BOLTS AT 8'_01. oo ° " � 15 LOW-VOLTAGE LIGHT COPPERMOON CM.830 BOTTOM INTO FOUNDATION WALL BELOW 8-0" J I ANTIQUE BRASS FINISH (800-727-5483) o /G (n , 16 LOW-VOLTAGE LIGHT COPPERMOON CM.865 z i ANTIQUE BRASS FINISH (800-727-5483) INSTALL SIMPSON HDU4-SDS2.5 INTO C17 4' LED STRIP LIGHT FOUNDATION WALL V L� 18 HEATH ZENITH 240-DEGREE OUTDOOR MOTION-SENSING SECURITY LIGHT POWER ABOVE FOR FUTURE RETRACTABLE AWNING, a VERIFY LOCATION IN FIELD WITH OWNER, ADD BLOCKING IN WALL AS REQUIRED FOR 616 LEGEND OF CONSTRUCTION FUTURE RETRACTABLE AWNING g BATH #1 T EXIST. PARTITION TO REMAIN NLIN NEW 8'-0" � �---- EXIST. PARTITION TO BE REMOVED 4; I I U; 8'-0 NEW PARTITION D(ISTNG o o O. j W 2 g ----- -- NEW 2 x 6 PARTITION 7 `� .• N N NEW 42" HIGH PARTITION W I o0 o I NEW INTERIOR BEARING PARTITION 4'_2" i!I --------LLj I ;� EATI.' ff AREA + ________ BRICK STONE elf i ii i LIVING ROOM _ i POWER ABOVE FOR FUTURE RETRACTABLE PROVIDE SOLID 0 8'-0" ' ----"1----- ' m -------- Z x W o (' B 24"i i 24" Q ® 4 4 POST ewclaxc As AWNING, O ¢ a In 4 x 6 POST _ 8 (FAN) '� -------- VERIFY LOCATION IN FIELD WITH OWNER, REQUIRED c I " o I ASSUMMD E 2 x 10 ¢ '- E ADD BLOCKING IN WALL AS REQUIRED ❑ POST ABOVE c� —ter - -— _36=x-66 ALE- - _ �: -------- 5 �! w 8 p 8 FAN) FOR FUTURE RETRACTABLE AWNING W SST TO E. 2 X 6 ; r�ronl�,�c�ct: ------ � � ARCHED OPENING I 01 01... ; ) �:I... 01 Ll 00 /Y� BEDROOM 1 ROOM NAME s dti - FLOOR/PLUMBING EE SPE ) Z j O (S C. .. /`1 • 11 ,P. ASSUMMED E. 2 X 10 cn 'Sf........:...... N i ----- �ED TO E. 2 X 6 Z O M Sd :....... 8-p" VERIFY M FIELD _ g�_p" CEILING/WALL HEIGHT o S4........:.... W I do NOTIFY ARCHITECT 01 N o N v7 54 - 2'-3" CEILING/WALL HEIGHT ® POINT I iI rr UP13R = o 1--- --_-_-----C.__�J L _ TLC I I BEAM CONFIGURATIONS: r—' I " W ---- W M , aO W i i¢O , d �; I -- - i E. DECK FLUSH RECESSED SEMI-RECESSED DROPPED E. DECK x w _ ,r , 00 O..... F------ ---- - 1 -a Sf. ..0. , .. I L�jw , $-- -�g_ _:; W 3 ��' Illiiilll�rr CLEARANCE r1f3' KITCHEN'N KITCHEN x - - .I ... W W W N I Z J (n N i �_____ 2 ________' _� -L----_I_j �, 0•; N O 1 z All structure as indicated on plans is for floor above 10' 11 4"I A This document: and the ideas and designs incorporated herein, 15" DEEP UPPER CABS —�- ' 1 4 i I I' ' O as an instrument of professional service, is the property of 8 0" •.. I .� (2) 1 3 "x 9-1 4rL.V.L. GIR R D ED VE) Klesse Associates P.A. and is not to be used in whole or in part '- ( ( " 1 a 1 1 2�1 4" x 9�/4" V'(' DN 2 cn without the written authorization of Klesse Associates P.A. ---------- ----------- -- --- ------- + rL.V.L. GIRDER FLUSH �OVE ---------- ------ - - ---�- e PACK WALL BELOW FOR i `�6+ 28" 33" 12" 1�" 3_3_" __ 24" 18" CASEMENT FRAME �� 1_ CASEMENT FRAME _ _ _ _ _ 1'-0' 2-0" WIDE ,- L--r- �- r--- r-- 2'-0 WIDE 7 FFy _p 7; NO. REVISION DATE LOWER CABS TO BE FLUSH i " i i I I I ��, WITH REFRIGERATOR A2 AFF� i _' 1 ��0` 2 boa N 42'AFF 3s �" 30' 6" 8._6. 24 14 I 1 14 es' \ DRAWING TITLE --- --- --- FIRST FLOOR PLAN EXISTING E. FLOOD LIGHT CAS' FRAME CAS T FRAME E 2-0-0' WIDE -0 WIDE 3'-4" VUL HT. '-4" ULL HT16'-O" VERIFY W/ IF THIS LINE MEASURES 3" DRAWING IS AT FULL SCALE t FY W KITC N VENDOR KITCHEN VENDOR IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE DN IIR DATE: O1/22/2024 SCALE: CUP THIS SLOE OF STEEL CHANNEL oz SEE GRAPHIC SCALE ABOVE FIRST FLOOR PLAN DRAWN BY: 4" X 6" POST (TYPICAL FOR EACH SIDE OF WINDOW) PG/RF (2) 1 3/4" x 11-1/4" GIRDER DROPPED CHECKED BY: TK DRAWING NUMBER A® 3 PROJECT NO 23039 SHEET 7 OF 10 MAGHAKIAN r CD w/ o F U DEC 21 \ KLESSE FORBES ARCHITECTS JUNE 21 38 CHATHAM ROAD SHORT HILLS, NEW JERSEY 07078 PHONE (973) 379-6602 KLESSE.COM RE-ROOF THIS AREA WITH GAF TIMBERLINE ROOF TO TIMOTHY P. KLESSE, AIA, ASID PERFECTLY MATCH EXISTING, VERIFY WITH OWNER PRIOR NJ 09204 NY 027863 TO COMMENCEMENT OF WORK ROBERT W. FORBES, AIA, LEED AP NJ 21AI01962600 INTERIOR ALTERATIONS TO RESIDENCE OF: Mr & Mrs. Maghakian 80 West Drive E. SLOPE E. SLOPE Southold, NY 11971 LIGHTING LEGEND 01 4" LIGHTOLIER LYTECASTER LED L4R DOWNLIGHT (WET) 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE �2 5" LIGHTOLIER LYTECASTER LED L5R DOWNLIGHT (WET) 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE �3 4" LIGHTOLIER LYTECASTER LED L4RADJ DOWNLIGHT 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE �4 5" LIGHTOLIER LYTECASTER LED L5RADJ DOWNLIGHT REMOVE EXISTING VINYL FLOORING, 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE LEVEL EXISTING FLOOR AS REQUIRED 135 4" LIGHTOLIER LYTECASTER LED L4S DOWNLIGHT (WET) READY FOR NEW LUXURY VINYL PLANK S=2'-0" S=2'—D" 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE AS SPECIFIED (TYPICAL FOR ALL REPLACE" © REPLACE 0 SPACES UNLESS OTHERWISE NOTED) 6 5" LIGHTOLIER LYTECASTER LED L5S DOWNLIGHT (WET) 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 7 WALL FIXTURE (FURNISHED B.O.) 08 DECORATIVE FIXTURE (FURNISHED B.O.) 1 69 NUTONE QTXEN110S (FAN) 10 CALCULITE LED 3" EVOLUTION BY LIGHTOLIER OFFICE LIGHT ENGINE: C3LO85AO127K9NF TRIM:C3LAWHW o 0 12 JUNO PRO—LED UPL30—WH (CLOSET LIGHT) 013 PULL CHAIN FIXTURE o —14 CONTINUOUS LED TAPE LIGHT, 90 CRI, 3000K FAMILY ROOM o � DECK a15 LOW—VOLTAGE LIGHT COPPERMOON CM.830 ANTIQUE BRASS FINISH (800-727-5483) C316 LOW—VOLTAGE LIGHT COPPERMOON CM.865 REMOVE EXISTING VINYL FLOORING, /; ANTIQUE BRASS FINISH (800-727-5483) LEVEL EXISTING FLOOR AS REQUIRED / �� C�17 4' LED STRIP LIGHT READY FOR NEW LUXURY VINYL PLANK AS SPECIFIED (TYPICAL FOR ALL 18 HEATH ZENITH 240—DEGREE OUTDOOR SPACES UNLESS OTHERWISE NOTED) 2 \� MOTION—SENSING SECURITY LIGHT ------ LEGEND OF CONSTRUCTION BATHROOM 2 e O W CI i 5 O �c�� EXIST. PARTITION TO REMAIN _�_� {----____`_-� EXIST. PARTITION TO BE REMOVED = `ATTIC ACCESS i NEW PARTITION ` I NEW 2 x 6 PARTITION L---_-_-----J �7 NEW 42" HIGH PARTITION T DN 13R NEW INTERIOR BEARING PARTITION ti HALF WALL BRICK / STONE 4 x 4 POST PROVIDE SOLID HV/AC VENT BLOCICING AS �7 i— A.C. ❑ POST6ABOVE POST REQUIRED —j UNIT B ARCHED OPENING w BEDROOM #1 ROOM NAME 1 RECREATION ROOM O FLOOR/PLUMBING (SEE SPEC.) O BEDROOM 4 g�_p CEILING/WALL HEIGHT C 2'-3" CEILING/WALL HEIGHT ® POINT N(D 0- ch BEAM CONFIGURATIONS: FLUSH RECESSED SEMI—RECESSED DROPPED QIR_E F QjgE F ISTTNG FTtANING ABOVE (STING FRANINC ABOVE " in o VERIFY N4 FI VERITY IN FIELD CLEARANCE w ✓t I I � NOTIFY ARCHITECT &NOTIFY ARCHITECT O 'd 11 co O All structure as indicated on plans is for floor above cn w This document: and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Klesse Associates P.A. and is not to be used in whole or in part without the written authorization of Klesse Associates P.A. REPLACE REPLACE REPLACE REPLACE 1 BUILDING DEPARTMENT REVISIONS 02/06/2024 S=2'—O" S=2'—O" NO. REVISION DATE H=6'-10" DRAWING TITLE SECOND FLOOR PLAN IF THIS LINE MEASURES 3" DRAWING IS AT FULL SCALE I'F THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE DATE: F\RCy�T, 01/22/2024 A �;� G.) e ss SC/ "ALE: C� o `"5' n�. ;t SEE GRAPHIC SCALE ABOVE SECOND FLOOR PLAN wDRAWN BY- qf f, r_�xca'na C� 02-1 e�� CHECKED BY: TE OF DRAMNG NUMBER A- 4 PROJECT NO 2 3 0 3" SHEET 8 OF 10 MAGHAKIAN RE-SIDE EXISTING HOUSE WITH CEDAR IMPRESSIONS SAWMILL TRIPLE 5" SHAKE AND PRE-MADE CORNERS, Ll SEE SPECIFICATIONS FOR FURTHER DETAILS, COLOR TO BE STERLING GRAY, OVER NEW TYVEK WRAP AS SPECIFIED r. ATTIC U. KLESSE FORBES ARCHITECTS 38CHATHAM ROAD SHORT HILLS, NEW JERSEY 07078 PHONE 973 379-6602 KLESSEXOM A TIMOTHY P. KLESSE, AIA, ASID TING ASPHALT NJ 09204 NY 027863 00 EXISTING REPLACE Ln ROOF (TYP) ROBERT W. FORBES, AIA, LEED AP 00% NJ 21AI01962600 INTERIOR r ----V-�T_ _ ; ALTERATIONS TO RESIDENCE OF: M r rs. Maghakian ]N80 West Drive Ti T Southold, NY 11971 /_N I I I U T i II 00 N. 1ST 1 LLI I I I I I I I I I I I I I I I I I I I I I I I L 44 -4-44-1 4-1=644=1-4 L-1 "4-44- 4-14-4-44 4 9?AQF BASEMENT SLABI I NEW rpAnp L---------------------------------------------------------------------J L-------------------------------------------- . FRONT ELEVATION RE-ROOF THIS AREA WITH GAF TIMBERLINE ARCHITECTURAL HI-DEF ULTRA LIFETIME SHINGLE ROOF TO PERFECTLY MATCH EXISTING, VERIFY WITH OWNER PRIOR TO COMMENCEMENT OF WORK ATTICIIR'— LEGEND OF CONSTRUCTION ---- ------- EXIST. PARTITION TO REMAIN k k U a a h fi 9 --—-----—------- I I I I I IF EXIST. PARTITION TO BE REMOVED NEW PARTITION NEW 2 x 6 PARTITION L:1 - RE-SIDE EXISTING HOUSE WITH CEDAR REPLACE !11 - - - NEW 42" HIGH PARTITION IMPRESSIONS SAWMILL TRIPLE 5' SHAKE, NEW INTERIOR BEARING PARTITION 00 1 1 1 U SEE SPECIFICATIONS FOR FURTHER DETAILS, COLOR TO BE STERLING GRAY, BRICK / STONE OVER NEW TYVEK WRAP AS SPECIFIED 4 x 4 POST PROVIDE SOLID E3 4 x 6 POST "LOCMG AS POST ABOVE _12ND FIB. ti ARCHED OPENING H L 11 1 11 11 111111 BEDROOM 1 ROOM NAME L I 1A FLOOR/PLUMBING (SEE SPEC.) CEILING/WALL HEIGHT L Hill W REPALCI 2'-3" CEILING/WALL HEIGHT 0 POINT 00I I I dA]AI I I BEAM CONFIGURATIONS: FLUSH RECESSED SE DROPPED I I I I J. I I I I IF I I I I I I L_ t INID FIT, N. j LI-1 ILI CLEARANCE 1 ST LLR- All structure as indicated on plans is for floor above This document: and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Klesse Associates P.A. and is not to be used in whole or in part EXISTING f I I EXISTING i EXISTING i without the written authorization of Klesse Associates P.A. CONCRETE BLOCK i i CONCRETE BLOCK i CONCRETE BLOCK (TYP) i i i (TYP) i (TYP) NO. REVISION DATE DRAWING TITLE BASEMENT SLAB FRONT & LEFT SIDE ELEVATION IF THIS LINE MEASURES 3" DRAWING IS AT FULL SCALE _j _j IF THIS LINE MEASURES 1-1/2- DRAWING IS AT 1/2 SCALE L---------------------------------------------------------------------------L------------------------------------------------------j--------------------------------------------------------------------------- DATE: 01/22/2024 SCALE: 1/4" = 1'-0" SEE GRAPHIC SCALE ABOVE DRAWN BY: LEFT SIDE ELEVATION PG/RF CHECKED BY- TK DRAWING NUMBER A- 5 PROJECT No23039 SHEET 9 OF 10 MAGHAKIAN 0 F?1�1& ATTIC FLR. _ _ _ _ _ _ _ _ _ _ _ KLESSE FORBES ARCHITECTS Ll SHORT HILLS, NEW JERSEY 07078 PHONE (973) 379-6602 � I I I I i 1 1 KLESSE.COM TIMOTHY P. KLESSE, AIA, ASID co I I , NJ 09204 NY 027863 Rq/SING ; REPLACE - REPLACE , EXISTING ASPHALT ROBERT W. FORBES, AIA, LEED AP RE,yp I ROOF (TYP) QED FOR CI gRl1 y I 1 NJ 21AI01962600 2ND FLR. INTERIOR - - ALTERATIONS TO RESIDENCE OF: - Mr & Mrs. Maghakian I i I I I I ' 1 DOW TYPE REPLACE REPLACE I - - -- -- I - Southold, NY 11971 I REPLACE I I REPLACE I "`------ ---------- Rql(/NG RfMpv fp FOR I I I I NEW NIEW I. G F1P�VNG REMOO FO CL4RR-y I I i I 1' I �SS�N 1ST FLR. _ EJ I I I I I I I 1 EXISTING CONCRETE BLOCK (TYP) I nF I I I I 1 1 I f 1 1 I 1 I I I I BASEMENT SLAB I I I I I I I I I I I I I I I I I I I I I I I I I rJ I I 1 I I REARELEVATION L------------L-----------------------------------------------------L------------L- RE-SIDE EXISTING HOUSE WITH CEDAR IMPRESSIONS SAWMILL TRIPLE 5" SHAKE, SEE SPECIFICATIONS FOR FURTHER DETAILS, COLOR TO BE STERLING GRAY, OVER NEW TYVEK WRAP AS SPECIFIED REMOVE EXISTING WINDOW AND INSTALL LEGEND OF CONSTRUCTION ,QjTIC FL& _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ NEW WINDOW, MODIFY EXISTING OPENING ABOUT 6" IN WIDTH , VERIFY WITH OWNER EXIST. PARTITION TO REMAIN - — — PRIOR TO COMMENCEMENT OF WORK. -----= I , RE-ROOF THIS AREA WITH GAF 1TMBERLINE EXIST. PARTITION TO BE REMOVED NEW PARTITION ARCHITECTURAL HI-DEF ULTRA LIFETIME SHINGLE 'SIG NEW 2 x 6 PARTITION ROOF TO PERFECTLY MATCH EXISTING, VERIFY L� NEW 42" HIGH PARTITION WITH OWNER PRIOR TO COMMENCEMENT OF of WORK NEW INTERIOR BEARING PARTITION 00 BRICK / STONE I I ® 4 x 4 POST PROVIDE SOLID ' I 4 x 6 POSTQvin ' REPLACE REPLACE REPLACE REPLACE ❑ POST ABOVE 2ND FLR. ' �- - BEDROOM 1 ROOM NAME - -- -- —I I I I � I I _ O FLOOR/PLUMBING (SEE SPEC.) I I � I � L�-- -- _ --__ —_--- ---_—__-- --____-- ------____-- _ _ CEILING/WALL HEIGHT NEW I I; CEILING/WALL HEIGHT 0 POINT 00 _ _ NEW I I i AM CON FIGURATIONS: FLUSH RECESSED -RECESSEDSEMI DROPPEDRq/ti r J41CLENCT iST FLR. , All structure as indicated on plans is for floor above This document: and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Klesse Associates P.A. and is not to be used in whole or in part i I I I I I I IXISTIN EXISTING EXISTING without the written authorization of Klesse Associates P.A. I I I I � � I CONCRETE B 0 K CONCRETE BLOCK i i i CONCRETE BLOCK I (NP) (nP) i i i (TYP) NO. REVISION DATE I I I I I I I I I I II it I I I II II I DRAWING TITLE : BASEMENT SLAB REAR & RIGHT SIDE ELEVATION I II II I I I , IF THIS LINE MEASURES 3" DRAWING IS AT FULL SCALE rJ L� IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE DATE: -------------------------------------J--.-_-------------------------------------------------------------------_--J 01/22/2024 SCALE; RIGHT SIDE ELEVATION SVE"GRAPHIC"SCALE ABOVE DRAWN BY: PG/RF CHECKED BY: TK DRAINING NUMBER t A® 6 PROJECT NO23039 SHEET 10 OF 10 MAGHAKIAN