Loading...
HomeMy WebLinkAbout48528-Z o�S�EFO� L� Town of Southold 2/29/2024 y� P.O.Box 1179 0 101 • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45018 Date: 2/29/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 800 Haywaters Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: Ill.-3-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/22/2022 pursuant to which Building Permit No. 48528 dated 11/22/2022 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to an existing single family dwelling as applied for. The certificate is issued to DeMartini,Raymond&Luann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48528 2/23/2024 PLUMBERS CERTIFICATION DATED 1/24/2024 and De Martini J64ho z d Signature ��o�oSUfFG4.oG TOWN OF SOUTHOLD y BUILDING DEPARTMENT y T TOWN CLERK'S OFFICE ' SOUTHOLD NY i 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#: 48528 Date: 11/22/2022 Permission is hereby granted to: DeMartini, Raymond 1588 Earl Rd Wantagh, NY 11793 To: Construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 800 Haywaters Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-3-5 Pursuant to application dated 9/22/2022 and approved by the Building Inspector. To expire on 5/2312024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $664.80 CERTIFICATE OF OCCUPANCY $50.00 Total: $714.80 Building Inspector - pF SOUj��l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Oly� sear.devlin(,S-town.southold.ny.us OW N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Raymond DeMartini Address: 800 Haywaters Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 48528 Section: 1 1 1 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 40 Ceiling Fixtures 8 Bath Exhaust Fan 1 Service 3 ph Hot Water Oil GFCI Recpt 11 Wall Fixtures 12 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 32 CO2 Detectors Sub Panel 60A A/C Blower 5 Range Recpt Gas Ceiling Fan Combo Smoke/CO 7 Transfer Switch UC Lights 16' Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 34 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Oven, DW, W/D, Hood, Micro, 200A Panel 40 Circuit/40 Used, 60A Sub Panel 12 /4 Notes: First Floor Renovation & Unfinished Basement Cleaned Up Inspector Signature: I Date: February 23, 2024 S. Devlin-Cert Electrical Compliance Form Town Hall Annexes Telephone(631)765-1802 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 204— Qn. Notary Public, _` p(1- County MARIA VICTORIA P.KRAMER Notary Public,State of New York Reg.No.01 KR6064080 Qualified in New York oulnty Commission Expires 1�tl �7 ll 1 l �✓ �oy��OE so�lyo6 # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] PRE C/O [ ] RENTAL REMARK DATE g 1>0W INSPECTOR �C( � �o��OE SOU,yO6 # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] .FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4� DATE Yl Y'1/ INSPECTOR -- ` TOWN OF SOUTHOLD BUILDING DEPT. ca 631-765-1802 INSPEC ION [ ] FOUNDATION 1 ST [ 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: i A 0 A 065�k- yj J Lttt� IMA Vvo WJWI`� DATE ?SOY INSPECTOi),Y 14� oesouryO�o f Sort 4yap wk * # TOWN OF SOUTHOLD BUILDING DEPT. ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAUCKING [ ] 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: s d' of Irz lArP-)17r Z-A Pzt-knA el-i�ar �eflor N1 A &A r-f7 �n DATE INSPECTOR *OP SOUIh°� TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH 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: oz 0 oe DATE 3 >0 INSPECTO li SOUIy�� * f TOWN OF SOUTHOLD BUILDING DEPT. i'OUNV 0 631-765-1802 cgs INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ISULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL ,&�, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P E C/O [ ] RENTAL REMARKS: �L �K wP�w DATE INSPECTOR I ho��pF SOUlyolo , TOWN OF SOUTHOLD BUILDING EPT. �yCCUNiV 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: �. ror 0 L)+ie� bom bov, r- nor'-)CA 11) A c� i 01\ NJ 6/1 ai&a I LIA& cl-tzi 12 ova&j t�v DATE �/ �7 INSPECTOR _ I SOUTyolo — �S * TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [/ROH PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] R TAL REMARKS: ro [S 1/ D-vl e, DATE lWY!2INSPECTOR OF SOUlhO� Jr.-lJ v co 7LILi�ll t/`oTOWN OF SOUTHOLD BUING DEPT. "cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] . INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ . ]--FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [. ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: Ido 4, r� DATE INSPECTOR FIELD INSPECTION REPORT I DATE COMMENTS �0 m FOUNDATION (1ST) --------------------------------------- FOUNDATION (2ND) z i JhA o Ad cn ROUGH FRAMING& 1 PLUMBING W 1, v` 311123. w�, CAW I in r INSULATION PER N.Y. STATE ENERGY CODE O � l► Y V l tn.y. Q/ FINAL t lit yw �hlA n WCpSt1 f ADDI ONAL COMMENTS on 1k �cC � 0 z x � d b SUfPo(,� �o� coG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hftps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only C 11, PERMIT NO. 5 o18 Building Inspector: i2vRSEP 2 2 2022L L FD. Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPI: applications will not be accepted. Where the Applicant is not the owner,an TOWN OFSOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Raymond DeMartini� m_ SCTM#1000-1//0() Project Address:800_Haywaters_Road, Cutchogue, NY 11935 11 i -3 -5 Phone#:917 626 8107 Email:raymond.demartini@gmail_.comg_ _ Mailing Address�:1588 Earl Road . Wantagh,, NY,_11793 CONTACT PERSON: Name:Ray_mond DeMartini Mailing Address:1588 Earl Road,Wantagh,_NY 11793 Phone#:917 626 8107 Fr!l!ll-r—aymond.demartini_@gMail.com_ DESIGN PROFESSIONAL INFORMATION: Name: Kossar & Garr Architects Mailing Address:115 W 30th St #1201 ,_New York NY 10001 Phone#:212 947 6161 Email:alan k an c.com> CONTRACTOR INFORMATION: Name:Owner Above Mailing Address: Phone#: Email: DESCRIPTION,OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:Siflgle FaMjj1yResidence Intended use of property:SindeFamiiy�Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes @No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE.to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and.other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or.demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on,premises and in building(s)for.necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted ByW(pr�iin�tme): ay Ond DeMartini ❑Authorized Agent @Owner Signature of Applicant: { Date.: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) / being duly sworn, deposes and says that(s)he is the applicant F(Natdolf individual signing contract) above named, (S)he is the�d^ L 0te" 4-1-- (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 faethis N application;that all statements contained in this application are true to the best of his/her knowledge and belio; 'N that the work will be performed in the manner set forth in the application file therewith. = z to o co U Sworn before me this Xm_ } day of �� .20 ��-- 6�A� �� _ cn�? z w Notary Public Qa .n,� � s= o � ° a o � U- Cc m E PROPERTY OWNER AUTHORIZATION 0 a)C3 o (Where the applicant is not the owner) U 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 an BUILDING DEPARTMENT- Electrical Inspector -- TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: 11/21/2022 Company Name: Electricians Name: Ravmond DeMartini / Home owner License No.: Elec. email: Elec. Phone No: 9176268107 01 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Raymond DeMartini Address: 800 Havwaters Road Cutchoque Cross Street: Vanston Road Phone No.: 9176268107 Bldg.Permit email: Tax Map District: 1000 Section: //j Block: 15 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 2 bathrooms, livinq room, bedroom, dining room, wa!!:-in closet, and corri or. R�t)� Square Foota e: Circle All That Apply: Is job ready for inspection?: YES❑ NO F Rough In Final Do you need a Temp Certificate?: 0 YES❑ NO Issued On A , i�iii'v iiiiViiti�LE M, (Alt information required) Service SizeF-11 Ph❑3 Ph Size: A #Meters Old Meter# ❑New ServiceOFire Re.cr---^+lFl.,^,+ o-----.y..+ 1—lh—rk^n A #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMF-iv 1V�1 BUILDING DEPARTMENT;Electrical Inspector TOWN OF-SOUTHOLD Town Hall Annex- 54375 Main Road.-PO Box 1179 Southold, New York'11971--0959 Telephone (63:1) 765-1802 -FAX (631) 765-9502 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:, 11/21/2022' Company Name: Electrician's Name: Raymond DeMartini / Home ow66r License No.: Elec. email: _- Elec. Phone No: 9176268107 ❑✓ I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Ravmond DeMartini Address: 800 Havwaters Road, Cutchoque Cross Street: Vanston Road Phone No.: 9176268107 Bldg.Permit#:���„'� email: e-, Tax Map District: 1000 Section: /// Block: Lot: _g7 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 2 bathrooms, living room, bedroom, dining roof, walk.-in cl®set, and corridor " 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 ,. - ' (Ali information required) , Service Size❑1 PhF-]3 Ph Size: A #Meters Old Meter# + 1_INew Service0 Fire R^^^^^ +f—I��,.,.a o,.9,..,.,.,,.+1—Ic�...c�� Q����n�� l—t� VVv....��-L�I• .�� u _.`,via. . •• `(- # Underground Laterals 1 02 H Frame Pole Work done on Service? D Y N Additional Information: , PAYtlfiEvi, Ljui:: Yy i i i, ^4 PERMIT# Address: Switches 1 I Il Outlets GFI's Surface P $ 1 Sconces 1 Z •� f . 4- f H H's LIC its Fans Fridge HW Of l f Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo a Cooktop Transfer ACffit r Mini I L!: a " t Special: ZCejq� 9c)cL40 Comments C -25riA 0) Q: _ 'Roo, d s S NOTED B.P.#� COMPLY WITH ALL CODES OF Jill FEE. •8� BY NEW YORK STATE & TOWN CODES NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIONS OF 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: SOUTHOLDTOWIIIM -;•,�`r;;, 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE SOUTHOLD TOVNPLl�I N N080= 2. ROUGH-FRAMING.PLUMBING, STRAPPING. ELECTRICAL&CAULKING 3, INSULATION SOUTHOLD TOVIINTRUSM `. 4. FINAL-CONSTRUCTION &ELECTRICAL r. MUST BE COMPLETE FOR C.O. N.Y.S.DEC ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED ELECTRICAL INSPECTION.REQUIRED Additional RETAIN STORM�,�r�ATEZ R1JN�3F1= Certification. PR��RSUANT TO CHAPTER�36 May Be Required, OF THE TOVe-Pi CODE. PLUMBING PLUMBER CERTIFICATION ALL PLUMBING.WASTE &WATER LINES NEED ON LEAD CONTENT BEFORE TESTING BEFORE COVERING CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2J10 OF 1% LEAD. PLAN LEGEND ®� �,al, ► --� D e m a rt i n i ROOF OVER IJ NEW ADDITION NOV 2 1 2022 Residence BUILDING0&xf New Addition TOWN OF 80tIB OI-D 800 Haywaters Rd, NEW GLITTER W/ 24'-0° NEW GLITTER W/ C utC og ue, NY LEADER&SPLASH BLOCKBELOW 1' 1 V-2° 1 1'-2° 1� LEADER&SPLASH BLOCK BELOW KGA Project No.22-A7 _ I Architect os� Ko Garry Architects,LLP EAVE VENT '-S EAVE VENT K A 115K`V H 15 West 30 Street,1201 12 12 New York,NY 10001 4.5 9 Q4.5 11:212.947.6161 o kganyc.cam o Engineer DUSTING WET BAR 1 Spencer Engineering PC TO REMAIN I I Melissa Court p Dix Hills,NY 11746 �, Te1:516.807.7974 A,—,'-'j ATTIC BATHROOM ATTIC I I I O OZ 4 �o I zo I N n I OOZo x I O W I I I ?O I I I h I I L-----L o DN L EXTERIOR THESE DRAWINGS ARE FOR REVIEW,DESIGN,AND SCOPE EXISTING PLAYROOM EXISTING DEN STAIR I LINE OF EXISTING ROOF RIDGE I DESCRIPTION ONLY.NO REPRESENTATION IS MADE TO THE ACCURACY OF THE DRAWINGS WITH RESPECT TO THE I I DUSTING DMENSIONS OR CONDITIONS.ALL CONSULTANTS 2ND BOOR AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS VIF AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. I O I 2 o Z w F X ATTIC I I I I I I 09/09/22 BUILDING DEPARTMENT SUBMISSION NO. DATE ISSUED FOR R J - - - - - - - - - - - 800 HAYWATERS RD - DRAWING TITLE ` 2ND AND ROOF 2ND FLOOR R PLAN �1 �. ROOF PLAN mPLAN FLOOR PLAN SCALE:1/4°-1'-0° 1�CALE:1/4°-1'-0�-1'-0°� SEAL&SIGNATURE PROJECT NO 22,47 DWG NO 4 of 16 6* REG/s ,1 A l A-101 .00 q Demartini ® I� II 'w/ It Residence NOV 2 Z022 New Addition TOWN OF8OU7➢q0LD 800 Haywaters Rd, Cutchogue, NY KGA Project No.22-47 Architect KGA Kossar+Garry Architects,LLP 115 West 30 Street,1201 New York,NY 10001 Tel:212.947.6161 EXISTING EXSTING 27 VENT 2<VENT kganyc.com Engineer Spencer Engineering PC 11 Melissa Court Dix Hills,NY 11746 EXISTING ROOF Tel:516.807.7974 -------------I _ I --- I I i 1 EXISTING WET BAR 1 EXISTING EASING I 1 I I SECOND FLOOR WC 7I I IC.O.I 7 I C.O. I NEW FIXTURES I NEW FIXTURES I 1 NEW FIXTURES 2' 2' r------'I z�------r--- I---7--- -----T------F-------, 0 1 0 2'1 I}1 121 I I}1 2 1 010 RELOCATE 1}' I NEWI NEW1 NEW 1 1 mJ} &REPLACE NEW REPLACE RELOCATE I IAV IAV I lAV I I I S WC I WC NEW 1 I 2' DW BATHTUB FIRST FLOOR SHOWER THESE DRAWINGS ARE FOR REVIEW,DESIGN,AND SCOPE 2' 4• 2• 2• - 2, 4" 2' 2' DESCRIPTON ONLY.NO REPRESENTATION IS MADE TO THE ACCURACY OF THE DRAWINGS WITH RESPECT TO THE C.O.I I C.O.I I C.O. EXISTING DIMENSIONS OR CONDITIONS.ALL CONSULTANTS 4 4' 4' AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. BATH 1 M.BATH I KITCHEN EXISTING ROUGH INS I EXISTING ROUGH INS I NEW ROUGH INS I H I CELLAR DOWN TO EXISTING HOUSE TRAP AND SEWER C.O. TO STREET SEWER 4' 09/09/22 BUILDING DEPARTMENT SUBMISSION EX SnNG EXISTING HOUSE DRAIN NO. DATE ISSUED FOR HOUSE O TRAP 800 HAYWATERS RD �1 PLUMBING RISER DIAGRAM DRAWING TITLE I SANITATION DIAGRAM -— SEAL 6 SIGNATURE PROJECT NO 2247 DWG NO 3af 16 RE 6 /sT A P-000.00 °RH;p to Demartim Residence New Addition 800 HAYWATERS ROAD CUTCHOGUE, NY 11935 800 Haywaters Rd , Cutchogue, NY KGA Project No. 22-47 Architect Kossar+Garry Architects, LLP KGA 115 West 30 Street,1201 New York, NY 10001 Tel: 212.947.6161 kganyc.com AbbrE'Viations Drawing List DOB PLAN NOTE CONSTRUCTION NOTES Engineer AD AREA DRAIN FLR FLOOR Spencer Engineering PC FLOORING) REQ'D REQUIRED T-000.01 TITLE SHEET 11 Melissa Court ACT ACOUSTIC FP FIREPROOF REV REVISE(D) (ION) G-001 .00 BUILDING CODE & ZONING ANALYSIS, THIS PLAN IS APPROVED ONLY FOR THE WORK INDICATED ON THE JOB APPLICATION. ALL OTHER 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, Dix Hills, NY 1174rt AFF A13OVE FINISHED FLOOR FPSC FIREPROOF SELF CLOSING RM ROOM ALT ALTERNATIVE FTG FOOTING ENERGY ANALYSIS MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. Tel: 516.807.7974 ALUM ALUMINUM GL GLASS S SOFFIT G-002.00 SITE PLAN OR IN ACCORDANCE WITH APPLICABLE CODES. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THESE AS A13OVE SLAB GWB GYPSUM WALL BOARD SA SUPPLY AIR SF SQUARE FEET A-001 .00 1 ST FLOOR AND ROOF SELECTIVE REMOVALS PLAN DRAWINGS CAN BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS BD BOARD HIM HOLLOW METAL SI SQUARE INCHES A-100.00 CELLAR AND 1 ST FLOOR PLAN NO CHANGE TO USE, OCCUPANCY, OR ZONING IN THIS APPLICATION. OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY THE CODE. BLDG BUILDING HR HOUR SIM SIMILAR BLKG BLOCKING HRDWD HARDWOOD SPEC SPECIFICATION A-101 .00 2ND AND ROOF FLOOR PLAN BM BEAM HT HEIGHT STD STANDARD A-200.00 1 ST FLOOR REFLECTED CEILING PLAN SCOPE OF WORK 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES O BOr BOTTOM HTG HEATING STL STEEL BRK BRICK SST STAINLESS STEEL A-300.00 EXTERIOR ELEVATIONS INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES INSUL INSULATION (ED) STOR STORAGE A- .00 WINDOW AND DOOR SCHEDULES REQUIRED BY THE GOVERNING AGENCIES. CART CABINET INT INTERIOR STRURUCT STRUCTURE(AL) 500 NEW ADDITION TO AN EXISTING HOUSE AND INTERIOR RENOVATION. f CLG CEILING SUSP SUSPENDED A-600.00 1 ST FLOOR POWER PLAN CLR CLEAR Jc JANITORS CLOSET 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING CM CONSTRUCTION MANAGER THOLD THRESHOLD A 700.00 ENLARGED KITCHEN PLAN AND ELEVATIONS - CMU CONCRETE MASONRY UNIT KD KNOCK DOWN TYP TYPICAL A-710.00 ENLARGED BATH PLAN AND ELEVATIONS WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO COL COLUMN TOS TOPOFSLAB ELECTRICAL NOTES THE ARCHITECT. - CONC CONCRETE MACH MACHINE TO STL TOP OF STEEL CONST CONSTRUCTION MAT MATERIAL TOW TOP OF WALL P-OQQ,QQ SANITATION DIAGRAM SEP 7n`I'! CONT CONTINUOUS MAX MAXIMUM cooRD COORDINATE MECH MECHANICAL uc UNDERCUT M-100.00 MECHANICAL AC PLAN l . A PERMIT SHALL BE OBTAINED PRIOR THE COMMENCEMENT OF ANY WORK. 4. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CPT CARPET MER MECH EQUIPMENT ROOM UON UNLESS OTHERWISE NOTED CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON CT CERAMIC TILE MFR MANUFACTURER MIN MINIMUM VB VINYL BASE S-10000 FOUNDATION PLAN AND 1ST FLOOR FRAMING PLAN 2, ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LOCAL THE DRAWINGS. DBLE DOUBLE MISC MISCELLANEOUS VEST VESTIBULE S-110.00 FOUNDATION DETAIL PLAN GOVERNING AGENCY. 5. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH DEMO DEMOLISH MTL METAL S-200,00 BUILDING SECTION REQUIREMENTS OF LOCAL _ DTL DI:TAIL(S) AUTHORITIES. DIA DIAMETER NIC NOT IN CONTRACT W WITH OR WIDTH S-201 .00 BUILDING SECTION 2 - DIM DIMENSION No NUMBER W/o WITHOUT $-300.00 FOUNDATION WALL DETAILS DR DOOR NOS NOMINAL TTOS wD WOOD ,S-301 .00 FOUNDATION WALL DETAILS 2 6. THE CONTRACTOR SHALL BE RESPONSIBLE FGn THE PROTECTION OF ALL CONDITIONS AND DWG DRAWING NTS NOT To SCALE wP WORKING POINT EA EACH Oc ON CENTER S-310.00 FOUNDATION WALL DETAILS 3 MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL REMOVAL TASKS. THE EL ELEVATION occ OCCUPANCY S-312.00 BASE FOOTING AND COLUMN DETAILS THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE ELEC ELECTRIC OD ourslDE DIAMETER CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE ELEV ELEVATION OPG OPENING EMIR ELEVATOR MACHINE ROOM OPP OPPOSITE DURING THE EXECUTION OF THE WORK. ACCURACY OF THE DRAWINGS WITH RESPECT TO THE ENCL EIJCLOSURE PL PLATE EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS EQ EQUAL PLAIT PLASTER AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS EQUIPT EQUIPMENT PR PAIR 7.THE CONTRACTOR SHALL FULLY COMPLY WITH CHAPTER 1 SCOPE AND ADMINISTRATION OF THE AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. EXT EXIST TO REMAIN PTD PAINT EXISTING EXTERIOR PTN PARTITION NEW YORK STATE 2020 RESIDENTIAL CODE. PT PRESSURE TREATED FAI FRESH AIR INTAKE 8. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTACT ARCH FOR ANY NEEDED FC FIRE CODE RD ROOF DRAIN FDN FOUNDATION RA RETURN AIR DIMS. FIN FINISH(ED)(ES) RAD RADIUS FIXT FIXTURE REINF REINFORCING 9.EACH CONTRACTOR IS TO BE HELD RESPONSIBLE FOR THEIR WORK. ANY DISCREPANCIES IN THE Symbols PLANS AND/OR DETAILS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION IN WRITING. ALL DIMENSIONS SHALL BE VERIFIED BEFORE STARTING WORK BY THE RESPECTIVE CONTRACTORS x SECTION - ELEVATION xx DRAWING NUMBER 10. ALL CONTROLLED INSPECTIONS AS REQUIRED BY THE NEW YORK STATE BUILDING CODE SHALL BE _ DEMO DOOR PERFORMED BY EITHER A LICENSED ARCHITECT OR A PROFESSIONAL ENGINEER RETAINED BY THE e DETAIL- ELEVATION DRAWING NUMBER OWNER AND AS APPROVED BY THE ARCHITECT OF RECORD. x ELEVATION NEW DOOR 11. THE CONTRACTOR SHALL INFORM THE INSPECTING ARCHITECT OR ENGINEER WHEN PORTIONS DRAWING NUMBER OF WORK PERFORMED ARE COMPLETED FOR INSPECTION. THE CONTRACTOR SHALL NOT PROCEED A REVISION NUMBER EXISTING WALL WITH WORK UNTIL EACH PORTION OF THE WORK HAS BEEN REVIEWED AND APPROVED IN WRITING. BEFORE PROCEEDING WITH ANY WORK FORTY-EIGHT HOURS WRITTEN NOTICE SHALL BE GIVEN TO NEW WALL � 09/09/22 BUILDING DEPARTMENT SUBMISSION WINDOW NUMBER THE ARCHITECT/ENGINEER INSPECTOR PRIOR TO INSPECTION. xx = _ _ _ _ NO. DATE ISSUED FOR DEMOLITION 12. ALL SHOP DRAWINGS SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE PROJECT XX DOOR TYPE ROOM NAME ROOM TAG GENERAL REQUIREMENTS AND THE RULES OF THE GOVERNING AGENCY. THESE SHALL BE SUBMITTED 800 HAYWATERS RD 101 PARTITION TYPE SHALL BE SUBMITTED BY THE CONTRACTOR AND USED BY THE INSPECTING ARCHITECT/ENGINEER FOR Q PARTITION TYPE REVIEW. © SMOKE & CARBON xxx DOOR NUMBER 13. THE CONTRACTOR SHALL LAY OUT HIS WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED MONOXIDE DETECTOR FOR OTHER TRADES (PLUMBING, ELECTRICAL, ETC.). DRAWING TITLE SPOT ELEVATION El MATERIAL TAG 14. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, ELEVATION PL03 FINISH TAG WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. TITLE SHEET ML MILLWORK DESIGNATION 15. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL DETAIL TAG FE FIRE EXTINGUISHER, WALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO - - O PROJECT NO 22-47 MOUNTED COMPLETE THE JOB. AL&SIGNATURE DWG NO 1 of 16 COLUMN GRID 16. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. �y5 A NORTH ARROW s �` ry T-000.00 O\2022\22-47 DEMARTIM-8001 IAYWATERS ROAD\ACAD\ARCI NCURRENT\T-001 ME 51 IEET DWG ©COPvRIGI IT KOSSAR+CARRY ARCI gTECTS,IlP 2022 PLOT DATE 9/9/2022 2'2 PM • BUILDING CODE ANALYSIS: R318.1 SUBTERRANEAN TERMITE IN AREAS SUBJECT TO DAMAGE FROM TERMITES AS INDICATED BY COMPLIANT PHYSICAL BARRIER WILL BE Demartim ZONING ANALYSIS: CONTROL METHOD TABLE R301.2(1), PROTECTION SHALL BE THE FOLLOWING PROVIDED AS TERMITE SHIELD. 800 HAYWATERS RD, I CUTCHOGUE, APPLICABLE CODE: 2020 RESIDENTIAL CODE OF NEW YORK STATE METHOD: 2020 BUILDING CODE OF NEW YORK STATE 5. PHYSICAL BARRIERS IN ACCORDANCE WITH SECTION R318.3 NY 1 1935 AND USED IN LOCATIONS AS SPECIFIED IN SECTION R317.1. • BUILDING DESCRIPTION: 2 STORY TAX MAP#: 1000-111.00-03.00-005.000 R318.3 BARRIERS APPROVED PHYSICAL BARRIERS,SUCH AS METAL OR PLASTICRes PARCEL ID: 1 00011 1000300005000 DISTRICT DESIGNATION: R-40 RESI TWO-FAMILY DWELLING DENTIAL LOW DENSITY(1 ACRE) SHEETING OR COLLARS SPECIFICALLY DESIGNED FOR TERMITE i ence MAP NUMBER: 00'763 CONSTRUCTION TYPE: V-B(5-B) PREVENTION,SHALL BE INSTALLED IN A MANNER TO PREVENT SQUARE FOOTAGI= TERMITES FROM ENTERING THE STRUCTURE. SHIELDS PLACED ON CELLAR FLOOR : 1,623 SF TOP OF AN EXTERIOR FOUNDATION WALL SHALL BE USED ONLY IF New Addition 1 ST FLOOR : 1,781 SF R301 DESIGN CRITERIA BUILDING TO COMPLY WITH DESIGN CRITERIA AS CALLED;OR IN THIS ANALYSIS,SHOWN ON THE IN COMBINATION WITH ANOTHER METHOD OF PROTECTION. 2ND FLOOR: 904 :3F DRAWINGS AND AS WRITTEN IN THE CODE.THIS IS NOT TO BE CONSTRUED TO MEAN THAT ANYTHING R319 SITE ADDRESS NOT APPLICABLE TOTAL : 4,308 SF SHOWN ON THESE DRAWINGS THAT IS STRICTER THAN THE CODE SHALL NOT BE INSTALLED. R320 ACCESSIBILITY NOT APPLICABLE THE PROPOSED DWELLING IS TO BE LOCATED IN THE R-40, LOW DENSITY RESIDENTIAL DISTRICT. R302 EXTERIOR WALLS REQUIREMENT PROPOSED R321 ELEVATOR AND PLATFORM NOT APPLICABLE TABLE R302.1(1) LIFTS PERMITTED AND PROPOSED USE: ONE FAMILY DWELLING EXTERIOR WALL 0 HOURS FOR SEPARATION >5FT >5FT R322 FLOOD-RESISTANT NOT APPLICABLE BULK SCHEDULE FOR RESIDENTIAL DISTRICT R 40 NOT FIRE-RESISTANCE RATED CONSTRUCTION OPENINGS IN WALLS 0 HOURS FOR SEPARATION >5FT R323 STORM SHELTERS NOT APPLICABLE 800 Haywaters Rd ,MINIMUM REQUIREMENTS FOR R-40 PROPOSED UNLIMITED R324 SOLAR ENERGY SYSTEMS NOT APPLICABLE 1-FAMILY DETACHED DWELLINGS PENETRATIONS NONE REQUIRED FOR SEPARATION >3FT R325 MEZZANINES NOT APPLICABLE ALL tc Oe NY LOT SIZE (SQUARE FEET) 40,000 24,843 R303 LIGHT,VENTILATION AND REQUIREMENT PROPOSED R326 SWIMMING POOLS,SPAS NOT APPLICABLE / HEATING AND HOT TUBS LOT WIDTH (FEET) 150 90 R327 ENERGY STORAGE NOT APPLICABLE KGA Project No. 22-47 LOT DEPTH (FEET) 175 270 @ MINIMUM R303.1 GLAZING AREA NOT APPLICABLE SYSTEMS Architect R303.1 NATURAL VENTILATION NOT APPLICABLE FRONT YARD (FEET) 50 70.75 R304 MINIMUM ROOM AREA REQUIREMENT PROPOSED Kossar+Garry Architects, LLP PRIMARY FRONT YARD (FEET) 50 70.75 R304.1 MINIMUM AREA NOT LESS THAN 70 SF MORE THAN 70 SF PROVIDED FOR EACH KGA 1 15 West 30 Street,1201 HABITABLE ROOM New York, NY 10001 SECONDARY FRONT YARD (FEET) 35 N/A R304.2 MINIMUM DIMENSIONS NOT LESS THAN 7 FEET IN ANY HORIZONTAL DIMENSION MORE THAN 7 FEET PROVIDED FOR Tel: 212.947.6161 EACH HABITABLE ROOM k pn C COm SIDE YARD (FEET) 15 18.9 @ MINIMUM R305 CEILING HEIGHT REQUIREMENT PROPOSED g Y ' BOTH SIDE YARDS (FEET) 35 42.9 R305.1 MINIMUM HEIGHT NOT LESS THAN 7 FEET MORE THAN 7 FEET PROVIDED FOR Engineer REAR YARD (FEET) 50 156 @ MINIMUM EACH HABITABLE ROOM LIVABLE FLOOR AREA R306 SANITATION NOT APPLICABLE Spencer Engineering PC (SF PER DWELLING) 850 4,308 R307 TOILET,BATH AND REQUIREMENT PROPOSED 1 1 Melissa Court MAXIMUM PERMITTED DIMENSIONS SHOWER SPACES Dix Hills, NY 1 1746 FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE R307.1 ALL TOILETS, BATHS AND SHOWER Tel: 516.807.7974 LOT COVERAGE (°o) 20 18 AND THE REQUIREMENTS OF SECTION P2705.1. SPACES TO COMPLY. REFER TO FEET 35 26. PLUMBING,BATHROOM AND KITCHEN BUILDING HEIGHT (FEET) 8 DRAWINGS FOR COMPLIANCE. NUMBER OF STORIES 2 j 2 R308.1 GLAZING REQUIREMENT PROPOSED EXCEPT AS INDICATED IN SECTION 308.1.1 EACH PANE CF SAFETY GLAZING WILL BE PROVIDED GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN AND LABELED AT ALL APPLICABLE SECTION R308.4 SHALL BE PROVIDED WITH THE MANUFACTURER'S HAZARDOUS LOCATIONS. REFER TO DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION,THE PLANS AND WINDOW SCHEDULES FOR TYPE OF GLASS AND SAFETY GLAZING STANDARD WITH WHICH IT DETAILS. PROJECT DESCRIPTION COMPLIES,AND THAT IS VISIBLE IN THE FINAL INSTALLATION .THE DESIGNATION SHALL BE ACID ECTHED,SANDBLASTED,CERAMIC- THIS PROJECTS CONSISTS OF A SMALL FIRST FLOOR KITCHEN ADDITION AND INTERIOR RECONFIGURATION FIRED,LASER ETCHED, EMBOSSED,OR BE OF A TYPE THAT ONCE OF LIMITED SPACES, INCLUDING MODIFICATIONS TO EXISTING ELECTRICAL, PLUMBING AND HVAC SYSTEMS APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED.A LABEL SHALL BE PERMITTED IN LIEU OF THE MANUFACTURER'S TO ACCOMMODATE:NEW LAYOUTS. DESIGNATION. MODIFICATIONS IN THE CELLAR WILL BE LIMITED TO NEW STRUCTURAL POSTS TO ACCOMMODATE FIRST R309 GARAGES AND CARPORTS NOT APPLICABLE FLOOR OPEN PLAN. R310 EMERGENCY ESCAPE AND NOT APPLICABLE THE SECOND FLOOR WILL REMAIN UNCHANGED. RESCUE OPENINGS R311 MEANS OF EGRESS REQUIREMENT PROPOSED SURVEY R311.1 MEANS OF EGRESS DWELLINGS SHALL BE PROVIDED WITH A MEANS OF EGRESS WITH COMPLIANT MEANS OF EGRESS WILL BE SITE INFORMATION BASED ON SURVEY DATED MARCH 17,1992, PERFORMED BY RODERICK VAN TUYL, P.C. A CONTINUOUS AND UNOBSTRUCTED PATH OF VERTICAL AND PROVIDED. REFER TO FLOOR PLANS. LIC. LAND SURVEYORS, GREENPORT, NY. HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE DWELLING TO THE REQUIRED EGRESS DOOR,OPENING INTO A PUBLIC WAY OR YARD. R311.2 EGRESS DOOR NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED WITH A AT MINIMUM,ONE COMPLIANT SIDE HINGE AND A CLEAR WIDTH OF 32 IN.THE CLEAR HEIGHT EGRESS DOOR WILL BE PROVIDED. OF THE OPENING SHALL NOT BE LESS THAN 78 IN. REFER TO FLOOR PLANS. , %1. R311.3 FLOORS AND LANDINGS THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH FLOORS WILL BE PROVIDED ON EACH - " AT EXTERIOR DOORS EXTERIOR DOOR. SIDE OF EACH EXTERIOR DOOR. z., 1 . 1.1, I REVIEW, DESIGN, AND SCOPE THESE DRAWINGS ARE FOR . I DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE z. R311.3.1 FLOOR ELEVATIONS AT EXCEPTION:THE LANDING OR FLOOR ON THE EXTERIOR SIDE THEFLOOR LOOR WILL BE LESS THAN 8y IN. AC OF THE DRAWINGS WITH RESPECT TO THE AN THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN 8Ya IN. BELOW THE TOP OF THE ON THE EXTERIOR SIDE. REFER TO III - "' ' " THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE FLOOR PLANS AND DETAILS. EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS , .{ LANDING FLOOR. AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS *v. ; " A D °., �,' y ALLWAYS HE WIDTH OF A HALLWAYS SHALL BE NOT LESS THAN 3 FT. 3 FT CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. R31 1.6 H T HALLWAYS WILL BE MORE THAN N W . . , ,: t;,;r. „A /IDE. REFER TO FLOOR PLANS. 1 R312 GUARDS AND WINDOW NOT APPLICABLE 4.. ,1° ,': FALL PROTECTION. N E NOT APPLICABLE w - ;'. R313 AUTOMATIC FIR SPRINKLER SYSTEMS a R314 SMOKE ALARMS AND HEAT REQUIREMENT PROPOSED � a u, , F, ,, DETECTION ' - r - OCATION S SHALL BE INSTALLED IN THE FOLLOWING v T SMOKE ALARMS WILL BE - :lr ' CATIONS. ROVID D. REFER TO ELECTRICAL PLANS. IN EACH SLEEPING ROOM. L S OK RM COMPLI ��-, LO P 1. =` :, 2.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE 1 , r � VICINITY OF THE BEDROOMS. . 3.ON EACH ADDITIONAL STORY OF THE DWELLING. ' 4.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM r , - " t. D , . t THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS VVOUL PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY T-IIS ,, ^i - ., SECTION. ° „: I +11J NEAR .,, - ''; '. ..- . . r Y OOKING APPLIANCES SECTION REFER TO R314.3.1 INSTALLATION SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING SMOKE ALARMS WILL BE LOCATED TO A" i ""`. C LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A COMPLY WITH THIS �, : SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3: ELECTRICAL PLANS. z ,: { 4 1.I0NIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS ;z ;.' 7,. " THAN 20 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED ," COOKING APPLIANCE. 2.IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING 09/09/22 BUILDING DEPARTMENT SUBMISSION ' ' � SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FT ' ,r HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING NO. DATE ISSUED FOR ow APPLIANCE. PROJECT IL 3. PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED , , I , s LESS THAN 6 FT HORIZONTALLY FROM A PERMANENTLY 800 HAYWATERS RD �» INSTALLED COOKING APPLIANCE. R315 CARBON MONOXIDE REQUIREMENT PROPOSED A ALARMS R315.1 GENERAL CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN CARBON MONOXIDE DETECTORS WILL ",. • r ACCORDANCE WITH SECTION 915 OF THE FIRE CODE OF NEW BE PROVIDED FOR COMPLIANCE. REFER A m -. YORK STATE. TO ELECTRICAL PLANS. + R316 FOAM PLASTICS REQUIREMENT PROPOSED ENERGY CODE ANALYSIS DRAWING TITLE R316.5.11 SILL PLATES AND FOAM PLASTIC SPRY APPLIED TO SILL PLATES AND HEADERS OR SPRAY APPLIED FOAM PLASTIC WILL HEADERS INSTALLED IN THE P RIMETER JOIST SPACE WITHOUT THE THERMAL COMPLY WITH THIS REQUIREMENT. 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE BUILDING ILDING CODE & r BARRIER SPECIFIED Ill SECTION R316.4 SHALL COMPLY WITH ALL BASED ON THE 2018 INTERNATIONAL ENERGY CONSERVATION CODE - ; .. OF THE FOLLOWING [NY]TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT , 1 : ,:" , , I . ". ,� - � I ,, , - - I- " " , - I � � , I " . 11� :,�'�,,, "" . d I*�.��.,,-I�I 1II 1�:I ,-I 1� IV� I II1"II�I�I.-.I I --��,;�",',,.l 1�.:,,,':�.I,����;:!'.;,;-'I�:;�I " a' x CLIMATE ZONE 4A(SUFFOLK COUNTY) ZONING ANALYSIS ` - 1 � 1.THE THICKNESS OFTHE FOAM PLASTIC SHALL BE NOT MORE COMPONENT REQUIREMENT(OPTION 2) PROPOSED THAN 3ya IN. 1 GLAZED FENESTRATION SHGC 0.40 0 42 WINDOWS;0.42 DOORS r 2.THE DENSITY OF THEFOAM PLASTIC SHALL BE IN THE RANGE ( ) ENERGY ANALYSIS k n OF 0.5 TO 2.0 POUNDSPER CUBIC FOOT. ". {a ygw w CEILING (R-VALUE) 49 49 ,, o `; SEAL&SIGNATURE 3 THE FOAM PLASTIC SFALL HAVE A FLAME SPREAD INDEX OF 25 PROJECT NO 22-47 k i '' .; OR LESS AND AN ACCOAPANYING SMOKE-DEVELOPED INDEX OF .. " '. '.;. 4 ,, WOOD FRAME WALL R-VALUE 20 OR 13 +5 h 20 DWG NO 2 of 16` `'' 450 OR LESS WHEN TES7D IN ACCORDANCE WITH ASTM E84 ( ) >, �-._ OR UL 723. FLOOR (R-VALUE) 19 19 , `" R317 PROTECTION OF WOOD REQUIREMENT PROPOSED R (y� I U�. AND WOOD BASED PRODUCTS SLAB R-VALUE&DEPTH 10,2FT 10,2FT r. A ' q 10/13 10 IPt7� '� 0c1 AGAINST DECAY CRAWL SPACE WALL R-VALUE - , -". = _ R318 PROTECTION AGAINST REQUIREMENT PROPOSED o ' 1 � � _ � SUBTERRANEAN TERMITES r'l d %' > a �� � G-001 00 , AERIAL SITE PLAN a� � �'�, 1 NORTH V K * y� 1 " = 100' ( ) - I __ 0'\2022\22-47 DEMARTINI-800 HAYWATERS ROAD\ACAD\ARCH\CURRENT\T-001 TITLE SHEET DWG 0 COPYRIGHT KOSSAR+GARRY ARCHITECTS,LtP 2022 PLOT DATE September 9,2022 AD ' " E F PAVEMENT 9 0 5'7°56 10 EDGE O i FOp _ • • E RS S NT _ Demartim jjAyWA 1(50W I D ) FEN — — _-- — Residence .� i LEGEND 71RV / FEN /0 o. '' PROPERTY LINENew Addition 144 . t z I — — LINE OF ROAD � I � CYD 800 Haywaters Rd00 E OVERHEAD UTILITY LINE Cutchogue, NY I KGA Project No. 22-47 I I Architect FMLOT 13 I o N I Kossar+Garry Architects, LLP 115 West 30 Street 1201 i I KGA New York, NY 10001 Tel: 212.947.6161 kganyc.com 'I 25.2 r- R/O PORCH 24,0' Engineer 2 CAR O �' 18.4' �- FEN Spencer Engineering PC I GARAGE ME 1 1 Melissa Court J Dix Hills, NY 117,46 EXISTING 11,1 Tel: 516.807.7974 n 1 W o 1 j STORY E FRAME BUILDING r $ 2, #800 d I I 43.5 A/C 23'-4" I — — 14 S NEW 1 STORY 10'-3" b iAi DDITION FRAMELL- / v Z�22 7'-11" j9x _J Ln FEN 0,2' S -I►LU x I z x F V LOT 11 FjV LOT 14 THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE a z ►- DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE Ln LL- ACCURACY OF THE DRAWINGS WITH RESPECT TO THE a N EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS J< 00 AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS Of I o AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. FEN WALL Z f 0 U J J Q N Yam' U 2 FQ- EN. �R E B A R `' U' FND 29 1' FEN FEN I 2,6' 0.5' -� z w r _ J W I ¢ O t\ I 09/09/22 BUILDING DEPARTMENT SUBMISSION x FEN FM LOT 15 co -►1,6' NO. DATE ISSUED FOR WALL PROJECT CYD —`1'1� 800 HAYWATERS RD x FIV LOT 12 DRAWING TITLE TAX LOT 5 - - o SITE PLAN to SEAL&SIGNATURE PROJECT NO 22-47 /� o DWG NO 3 of 16 \ 0 -FEN —► CHAIN FjV LOT 10 � - FEN LINK FEN. 0.4' \ I r ca 1 SITE PLAN Zw - G-002 .00 1 00 \ FEN SCALE: 1/16" = l '-0" LOT 17 = YI FM LOT 1 0 � MoN� -►04 U J 0 FND t 1 0, ° y 0:\2022\22-47 DEMARTINI-800 HAYWATERS ROAD\ACAD\ARCH\CURRENT\T-001 TITLE SHEET DWG 0 COPYRIGHT KOSSAR+GARRV ARCHITECTS,I1P 2022 PLOT DATE Seprember 9,2022 DEMOLITION LEGEND . e mamm rt i n i ,� II II DEMO DOOR EXISTING DOOR • Ru' sidence DEMOLITION EXISTING WALL TO New Addition REMAIN 800 Haywaters Rdr----------------- _______- Cutchogue, NY I I EXISTING CONCRETE PAD KGA Project No. 22-47 BE REMOVED I Architect I � I I I EXISTING CONCRETE STAIRS TO BE REMOVED KGA Ko1s15+ Architects,Garry West 30Sreet 1 120 1 REMOVE EXISTING New York, NY 10001 EXISTING DOOR & SIDELITE SHINGLES AND j UNDERLAYMENT Tel: 212.947.6161 I TO BE REMOVED EXISTING -`-EXISTING HATCH DOOR an k c com r- — - HATCH TO REMAIN g Y I I Engineer I -------- DOOR REMOVE EXISTING I rr—� SKYLIGHT Spencer Engineering PC \\ i DP �- T - - -- - �- -- I 11 Melissa Court L I___ I _ - Dix Hills, NY 117,46 ----------------------- - - - - - - - - ------------r— ----------- Tel: 516.807.7974 I EXIST I 1 EsT EXIST I I I I CL I I I I DW I II SI K II I RNG I L� L===J-- ------ EXISTING APPLIANCES & I FIXTURES TO BE REMOVED. KITCHEN CAP PLUMBING &GAS AS I I I I ----1-, REQ'D I I M BEDROOM REMOVE WATERPROOFING I I EXIST �- - SHINGLES TO SHEATHING REF I up II .lam- I I II ------- ----------------------- I j I I 0 z II II I I II II Z --n EXTERIOR STAIRS ; V) C------7�— / 11 L- X -I F---------� 0 0 / I I CL I ml i=�� \ II II F rEXIST \ II (D w z Cl- DINING ROOM r-------fi--_- L_______-____-J �UJ�`";� PLUMBING I O 1 r--7-------------------------I I m= V) V)l i i CL CL I i I, EXIST�\ FIXTURES TO BE X 1 REMOVED U-' I I I J L ooa=-�—-- DN -- L----� ----------� Z=9 �/EXIST THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE , I ACCURACY OF THE DRAWINGS WITH RESPECT TO THE _----___-________________ EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS C �, r I AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. II CL --� I �� II EXIST\\ I --- F---� IL 11 I1 WC I1 I EXIST -� I I 11TUB BRANCH LINES & RISERS O I�f�� ��,� TO REMAIN �O 0 1 Ly CL O LIVING ROOM CI- EXISTING DOORS N 0 X w I BEDROOM 1 BEDROOM 2 I I PORCH 09/09/22 BUILDING DEPARTMENT SUBMISSION NO. DATE ISSUED FOR PROJECT ri LINE OF BLDG BELOW — 800 HAYWATERS RD DRAWING TITLE 1 ST FLOOR AND ROOF SELECTIVE 1 ST FLOOR SELECTIVE REMOVALS PLAN ROOF SELECTIVE REMOVALS PLAN REMOVALS PLAN 1 $GALE: 1/4" = 1 '- 0" R SCALE: 1/4" = 1 '- SEAL&SIGNATURE PROJECT NO 22-47 DWG NO 4 of 16 RFEG ,p ,�� , A-001 .00 PLAN LEGEND • • C= PARTITION TO REMAIN C PARTITION TAG ® EXISTING LALLY COLUMN Demartini i NEW PARTITION NEW DOOR ® NEW POST Resdence F- °'1 NEW BLUESTONE PAVERS aD DOOR TAG EXISTING DOOR TO REMAIN I. . NEW FOOTING '. I ' (. New Addition xx WINDOW NUMBER 1 A-700 43'-311 800 Haywaters Rd , 2I-3 II BLDG � 22'-111 21 '-211 / ADDITION 611 1 O" Cutchogue, NY 15'-6" 3'-0" NEW BLUESTONE s-2o�� KGA Project No. 22-47 22'-1 " 5'-3" 6'-2" '- II CONCRETE CMU FDN WALL 1 '-711 3'-011 l '-711 PAVERS Architect STAIRS D-01 01 = _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - TO REAR o2 I Kossar+Garry Architects, LLP 7-777 1YARD i - `'' KGA 115 West 30 Street,1201 (- -1 I NEw Dw NEW New York, NY 10001 - - - - - - - - - - - - - - - - - - - - - - - - SINK REF a r / \ Tel: 212.947.6161 I kganyc.com o ( I I a - - ( EXISTING Q `r KITCHEN I HA CH I Engineer V I I EXISTING FDN WALL I I 00 ® '� D R k 1 p Engineering Spencer En lneerin PC NEW POST ABOVE I I s-201 I O Oo NEW POST NEW POST I s-302 11 Melissa Court (4) 2X4 I UP (4) 2X4 (4) 2X4 0 UP - 1 .9 \1/ I Dix Hills, NY 11746 N NEW I INFILL �? Tel: 516.807.7974 NEW POST ABOVE I RNG 2 1 1-411 SIDELITE 11 21I II 1 8'-411 (4) 2X4 03 NEWt� 5 C 11 d CELLAR _ I FRIDGE5 WINE OvIF �r _ -0 L_- 511 511 10 P I D-o� oUP+ + I II O0 I 111 II �` 111M BEDROOM 2'-0" 4'-0" 4 0 4 -7 3 -0 3 -0 �NEW POST ABOVEUP(4) 2X4 UTILITY — — — ,l - D-03 EXISTING BATHROOM WITH NEW STAIR • . I ROOM - - - - - - - - - - - .- o FIXTURES ON EXISTING ROUGH INS LAUNDRY c� 1 I"311 - AND NEW SHOWER 11 NEW POST ROOM NEW POST NEW POST P 6 (4) 2X4 (4) 2X4 (4) 2X4 p :9 2'-1 " 1 '-11 " 3'-0" 8'-611 3'-01, LO — — � o = _ m DINING ROOM P I M CL 0.04 511 M BATH l � - I + EXISTING I I /§c 14'-711 STAIRS 3'-61' I 8'-10" NEW LO + L`— — — — — — — — — SHOWER WC NEW SINK / M SHELF&ROD DN `n --EXISTING CELLAR WINDOW M 2'—b" _ —' — 1 Il — I II 1 11 P I II r NEW 1 11 NEW TO BE REMOVED AND 17 -6 p 1 -7 5 -2 7-5 SINK 8 -0 SINK 2 THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE OPENING TO BE INFILLED M A-710 0 DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE WITH MATCHING CMU r 5" II S" - EXISTING —' ACCURACY OF THE DRAWINGS WITH RESPECT TO THE $ :p O- EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS NEW POST ABOVE , . I �i " 1 11 N D-10 BATHROOM in M AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS N 2X4 NEW POST �- ' -1 NEW POST NEW POST 3_10 — 3 -9 - BATH 1 WITH NEW � AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. (4) 2X4 PATCH CONCRETE OVER (4) 2X4 (4) 2X4 CL P CL P P D-09 _ FIXTURES ON NEW FOOTING. NEW P D-o� D-o8 o We EXISTING ROUGHINS CONCRETE TO ALIGN GARAGE [:::i:j - LIVING ROOM N WITH EXISTING CONCRETE EXISTING FIREPLACE 18'-011 41.911 21_611 11-311 21_L 11 I 1 21_611 1 — — SHELF&ROD — — MECHANICAL =0 7 V 1 '-0" CL ROOM N P1 BEDROOM 1 BEDROOM 2 = � � I 10o PORCH 09/09/22 BUILDING DEPARTMENT SUBMISSION NO. DATE ISSUED FOR PROJECT 11171 EXISTING GARAGE DOOR EXISTING GARAGE DOOR 800 HAYWATERS RD 18'-511 24'-1 1 11 43'-3 11 BLDG DRAWING TITLE CELLAR AND 1 ST CELLAR FLOOR PLAN 1 ST FLOOR PLAN FLOOR PLAN C SCALE: 1 4" = 1 '- 0" SCALE: 1/4" = 1 '- 0" SEAL&SIGNATURE PROJECT NO 22 4 0 DWG NO 3 of 16 s REG s - A- 1 00.00 0\2022\22,47 DEMARTINI-800 HAYWATERS ROAD\ACAD\ARCH\CURRENT\A"100 PLAZ DWG ©COPYRIGHT KOSSAR+GARRY ARCHITECTS,LLP 2022 PLOT DATE September 9,2022 PLAN LEGEND e • ROOF OVER Demartini NEW ADDITION • Kesidence New Addition 800 Haywaters Rd 24'-0" W GUTTER W/ NEW GUTTER W/ LEADER &E PLASH BLOCK 1_ 1� LEADER SPLASH BLOCK Cutchogue, NY 2 , 1 -211 , BELOW BELOW KGA Project No. 22-47 z Architect 0 a z EAVE VENT r w EAVE VENT Kossar+Garry Architects, LLP KGA 115 West 30 Street,1201 12 12 New York, NY 10001 0. �Qj1� 4.5 _ o 4.5 Tel: 212.947.6161 11'21�a°� ar o — — — kganyc.com Engineer Spencer Engineering PC 11 Melissa Court — o — — — — — — Dix Hills, NY 11746 0 U(n > N Te1: 516.807.7974 ATTIC BATHROOM ATTIC I O ce o I OW ? p (n (/) O w Oo OW I I ZO I Z o w DN EXTERIOR THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE - EXISTING PLAYROOM EXISTING DEN STAIR I LINE OF EXISTING ROOF RIDGE I DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE ACCURACY OF THE DRAWINGS WITH RESPECT TO THE EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS 2ND FLOOR AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS VIF AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. Q 0 p (� w Z � O V) V) X w ATTIC I I I 09/09/22 BUILDING DEPARTMENT SUBMISSION NO. DATE ISSUED FOR PROJECT - - - - - - - - - - - - - - 800 HAYWATERS RD DRAWING TITLE 2ND AND ROOF W2ND FLOOR PLAN ROOF PLAN FLOOR PLAN 2 SCALE: 1/4" = 1 '- 0" R SCALE. 1/4" = 1 '- 0" SEAL&SIGNATURE PROJECT NO 22-47 DWG NO 4 of 16 -� ,® - A - 101 .00 RCP LEGEND PROPOSED SWITCH 0RECESSED DOWNLIGHT Demartini • EXISTING SWITCH O RECESSED DOWNLIGHT EXISTING WET LOCATION Residence WIRE PATH Q WALL SCONCE New Addition BATHROOM EXHAUST FAN/ z LIGHT (MODEL NO. 74NT) LIGHT FIXTURE 0 800 Haywaters Rd , Cutchogue, NY KGA Project No. 22-47 Architect Kossar+Garry Architects, LLP KGA 115 West 30 Street,1201 I EQ New York, NY 10001 EQ ,EQ - - L - - -� �N Tel: 21 kgany�coml _ I / KITCHEN _ I Engineer N I I I Spencer Engineering PC 1 II I 11 Melissa Court — — — o I Dix Hills, NY 11746 Tel: 516.807.7974 co I I I I L = I I EXISTING LIGHT 4'-0"I 1,4'-0" 14'-10"7 , II 0 1 _ BEDROOM 3 I wQ I LU I I EQ EQ 2'- 0" i 3'-2" 2'-10"= O BATH 2 DINNING ROOM r W EXISTING NIC I I i i — EQ EQ _ CL —� — VANITY I—L Lu \I 2' w — — — 4'�� If-nj _ �— —� % 4�� THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE Q — — — — _ — — _ DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE 10'-4" \ 31-911 Q EQ ACCURACY OF THE DRAWINGS WITH RESPECT TO THE EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS WC BATH 1 I AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. CL CL CL LIVING ROOM EXISTING NIC BEDROOM 1 BEDROOM 2 EXISTING NIC EXISTING NIC 09/09/22 BUILDING DEPARTMENT SUBMISSION PORCH NO. DATE ISSUED FOR PROJECT 800 HAYWATERS RD DRAWING TITLE 1 ST FLOOR REFLECTED 1 ST FLOOR RCP CEILING PLAN 1 PROJECT NO 22-47 SCALE: 114 SEAL&SIGNATURE DWG NO 3 of 16 A T . .� A-200.00 ARK � 0\2022\22-47 DEMARTINI-800 HAYWATEPS ROAD\.ACAD\ARCH\CURRENT\A-200 RCP.MG +GARRY ARCHITECTS,LP 2022 PLOT DATE, September 9,2022 Demartim ROOF LEVEL O F LEVEL - Residence New Addition _ 800 Ha ators Rd ,__ __ __ _ _ _ __ __ _ OL LEVEL 2 _ _ _ _—_ LEVEL 2 Cutchogue, N` ,Y KGA Project No. 22-47 FIT] _- ____- __ _ ___-----= Architect -- ----- --- ----- --- ---- - - L Kossar+Garry Architects LLP --- L KGA __- _ ---- _ __ - ----- - 115 West 30 Street,1201 ---- --- --- - -- -- - ------ — — -_------- New York, NY 10001 LEVEL 1 Tel: 212.947.6161 OL LEVEL 1 - ---- -- -- _-- -- -- --- - ----- ------ -------- __ kganyc.com --------- - EEngineer Spencer Engineering PC -�oaao ' � � � � 11 Melissa Court Dix Hills' NY 11746 � II I I I I II II T aTel: 516.807.7974 T== oaoo II II El a oa o0oa �F_s ► I 4ELLAR LEVEL „- . . — — — — — �I CELLAR LEVEL NORTH ELEVATION 2 SOUTH ELEVATION SCALE; 4 1 " = 1 '-0" SCALE: 1/4" = 1 '-0" THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE ROOF LEVEL DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE ROOF LEVEL _ — — — — — — ACCURACY OF THE DRAWINGS WITH RESPECT TO THE EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS - — — -- ---- AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. - _____--- 4.5 LEVEL 2 01 OIL LEVEL t LEVEL 1 09 09 22 BUILDING DEPARTMENT SUBMISSION NO. DATE ISSUED FOR PROJECT 0 800 HAYWATERS RD II II II II I � � I II II I I I I I DRAWING TITLE I II II I I I I II II I I OIL CELLAR LEVEL 1 (� CELLAR LEVEL EXTERIOR ELEVATIONS C � SEAL&SIGNATURE PROJECT NO 22-47 DWG NO 3 of 16 A EAST ELEVATION ,© " `. A-300.00 O)S�CAL ENT ELEVATION �'. 1/4" = 1 ' 0" `s'�,� � 0\2022\22-47 DEMARTINI-800 HAYWATERS ROAD\ACAD\ARCH\CURRENT\A-300 ELEVATIONS DWG COPYRIGHT KOSSA +GARRY ARCHITECTS,UP 2022 PLOT DATE, September 9,2022 WINDOW SCHEDULE Demartini SIZE (ROUGH OPENING) GLASS • NO. CATEGORY OPERATION MANUFACTURER WIDTH HEIGHT SILL TEMPERED TYPE U-VALUE SHGC REMARKS Residence HEIGHT O CLAD WOOD WINDOW DOUBLE HUNG BY OWNER 4'-0" VIF 3'-0" NO LOW E 0.30 0.40 New Addition O CLAD WOOD WINDOW DOUBLE HUNG BY OWNER 6'-2" VIF 3'-0" NO LOW E 0.30 0.40 O CLAD WOOD WINDOW DOUBLE HUNG BY OWNER 2'-3" VIF 3'-0" NO LOW E 0.30 0.40 800 Haywaters Rd , Cutchogue, NY KGA Project No. 22-47 Architect Kossar+Garry Architects, LLP 6-2" 4'-0" KGA 115 West 30 Street,1201 21-6" 1 '-7" 3'-0" L 1 '-7" 2'-0" L 2'-0" New York, NY 10001 Tel: 212.947.6161 kganyc.com Engineer Spencer Engineering PC 11 Melissa Court Dix Hills, NY 117,46 O 2 3 Tel: 516.807.7974 O O WINDOW TYPE 1 DOUBLE HUNGTYPE WINDOW TYPE 2 WINDOW TYPE 3 DOUBLE HUNG DOUBLE HUNG WINDOW ELEVATIONS SCALE: 1,/4" = 1 '-0" TAPE AND SPACKLE DOOR SCHEDULE FIRE-RETARDANT 2'W" WD STUDS AT 16" OC W/ (1) LAYER 5/8" 'TYPE X' GWB EACH SIDE -PROVIDE DOOR SIZE FRAME SOUND ATTENUATING INSULATION (SABI BETWEEN STUDS OO DOOR ROOM TO ROOM NAME WIDTH HEIGHT THICKNESS ELEV MATERIAL FINISH GLAZING SADDLE MATERIAL DETAIL HARDWARE SHGC NOTES NO. TYPE TYPE SET O D REAR KITCHEN ENTRANCE 3'-0" 7'-0" A WD/GLASS PRIMED TEMPERED 0.4 THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE CEMENT BOARD AT ALL BATHROOMS AND E- O ACCURACY OF THE DRAWINGS WITH RESPECT TO THE w "- .. KITCHEN WET WALLS (TYP) x N EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS w AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS CD-ED M. BEDROOM TO CLOSET 5'-0" 6'-8" 1-3/4" C WOOD PRIMED N/A AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. CFED M. BEDROOM TO HALLWAY 2'-6" 6'-8" 1-3/4" B WOOD PRIMED N/A .t M. BEDROOM TO M. CLOSET 3'-0" 6'-8" 1-3/4" B WOOD PRIMED N/A CD-oD C5 M. BATHROOM TO M. BEDROOM 3'-0" 6'-8" 1-3/4" B WOOD PRIMED N/A O w D-0� HALLWAY TO CLOSET 3'-0" 6'-8" 1-3/4" B WOOD PRIMED N/A V) Z QoD BEDROOM 1 TO CLOSET 3'-0" b'-8" 1 3/4" B WOOD PRIMED N/A t BEDROOM 1 TO HALLWAY 2'-6" 6'-8" 1-3/411 B WOOD PRIMED N/A WALL BASE (TYP)C-c:D BEDROOM 2 TO HALLWAY 2'-6" 6'-8" 1-3/4" B WOOD PRIMED N/A QED CD-1D BATHROOM 1 TO HALLWAY 2'-6" 6'-8" 1-3/4" B WOOD PRIMED N/A 3 3 09/09/22 BUILDING DEPARTMENT SUBMISSION NEW NON RATED PARTITION WALL DETAIL 4 511 4 NO. DATE ISSUED FOR 10 PROJECT 800 HAYWATERS RD F EXISTING NON-RATED PARTITION WITH NEW INSULATION } 22'-6" VARIES 6-0" 3"=1'_0° DRAWING TITLE 0 0 o WINDOW AND DOOR SCHEDULE 00 00 i0 -o 0 0 o o a/ SEAL&SIGNATURE PROJECT NO 22-47 DWG NO 3 of 16 ODOOR TYPE DOOR TYPE DOOR TYPE WOOD/GLASS DOOR O WOOD DOOR O DOUBLE DOOR A-500.00 DOOR ELEVATIONS 3 SCALE: 1/4" = 1 '-0" O:\2022\22-47 DEMARTINI-800 HAYWATERS ROAD\AG4D\ARCH\CURREPJT\A-500 SCHEDULES IDWG 0 COPYRIGHT KOSSAR+GARRY ARCHITECTS,LLP 2022 PLOT DATE: September 9,2022 POWER LEGEND DUPLEX RECEPTACLE JB JUNCTION BOX, WEATHERPROOF Demartini `�' �`"P FOR EXTERIOR BUILT IN SHADES 6 GFCI RECEPTACLE CP SMART HOME SYSTEM GFCI CONTROL PANEL Residence 6 USB CHARGERS WITH DUPLEX ® CAT8 DATA OUTLET U5B New Addition 16 DEDICATED RECEPTACLE FTV] TV COAX CONNECTION 11411 RECESSED, DUAL GANG CONCRETE DISCONNECT SWITCH FLOOR BOX P 800 Haywaters Rd , JB JUNCTION BOX ELECTRICAL PANEL Cutchogue, NY JB JUNCTION BOX, WEATHERPROOF WEATHERPROOF b" ABOVE COUNTER ELECTRIC FLOOR HEATING MAT ❑WP FOR EXTERIOR BUILT IN SHADES KGA Project No. 22-47 Architect Kossar+Garry Architects, LLP KGA 1 15 West 30 Street,1201 GFCI) GFCI GFCI New York, NY 10001 ® REF GFCI r —� �— —I Tel: 212.947.6161 kganyc.com 00 KITCHEN I I Engineer 8'X15' k Spencer Engineering PC GFCI 11 Melissa Court 0 o I / I UP GFCI Dix Hills, NY 11746 Tel: 516.807.7974 WINE r- - II FRIDGE I GFCI I I CL �— — I I EXISTING OUTLETS I I E BEDROOM 3 12'X17' UP EXISTING OUTLETS DINNING ROOM I I BATH 2 12'X 15' I I 11 "X5' 11 0 II CL L_ - - - - - - - - - GFCI DN THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE —EltSTING ACCURACY OF THE DRAWINGS WITH RESPECT TO THE EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS OUTL TS BATH 1 AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS 8'x71-511 AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. CL CL CL CL LIVING ROOM 13'X18' BEDROOM 1 BEDROOM 2 12'X 16' 12'X 12' EXISTING OUTLETS EXISTING OUTLETS 09/09/22 BUILDING DEPARTMENT SUBMISSION PORCH NO. DATE ISSUED FOR PROJECT 800 HAYWATERS RD DRAWING TITLE 1 ST FLOOR POWER 1 ST FLOOR POWER PLAN PLAN SEAL&SIGNATURE PROJECT NO 22-47 DWG NO 3 of 16 RE A A-600.00 0 0\2022\22-47 DEMARTINI-800 HAYWATERS ROAD\ACAD\ARCH\CURRENT\A,6W POWER PLAN DWG 0 COPYRIG KOSSAR+GARRY ARCHITECTS,LIP 2022 PLOT DATE: September 9,2022 Demartini 1 02 • 5'-3" 61_211 41_011 31_p11 611 21_6 II 711 Residence 1 '-611 3'-011 7'-10" New Addition D-O l NEW DW NEW SINK � REF _ 800 Haywaters Rd , 4'_0" 4'-0" 9'-4" 2'_0" Cutchogue, NY 21_pl1 KGA Project No. 22-47 0 NEW A 0 Architect RNG 00 Kossar+Garry Architects, LLP ® 0 0 o KGA 1 15 West 30 Street,1201 B A-700 C KITCHEN o� r--� New York NY 10001 z / z � Q /,�� Tel: 212.947.6161 r kganyc.com co r � co coEngineer Spencer Engineering PC 1 1 Melissa Court Dix Hills, NY 117,46 Tel: 516.807.7974 NEW 03 2'-011 2'-011 2'-011 1 '-911 2'-611 3'-7" WINE ;0 BC BC BC BC WINE FRIDGE 0 0 FRIDGE �, coL - - - R WEST ELEVATION N v SCALE: 1/2" = 1 '-077 " 3'-0" 1777 UP THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE ACCURACY OF THE DRAWINGS WITH RESPECT TO THE EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS ENLARGED FIRST FLOOR PLAN - KITCHEN AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS ISCALE: 1/2" = 1 '-0" AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. 14'-411 22'-1 " 4'-011 8 1_811 5'-3" 617211 A 1_011 31_,C V 11 L 11 2'_3"4 J 0 0 21_011 21_011 I it I i I I I — L ;Zt 09/09/22 BUILDING DEPARTMENT SUBMISSION j I = NO. DATE ISSUED FOR �- PROJECT 800 HAYWATERS RD NEW SINK 0 p :0:] 0 jo o ® o®o ® o LO DRAWING TITLE N ch ENLARGED KITCHEN -' PLAN & ELEVATIONS 11 21.011 911 21_pll 21_011 31.p11 21_211 31-211 311 1 1.311 21_pII 1 I_B II 21_pll 21_pll 21_pIl 2'-6" 2'-0" 2'-011 SEAL&SIGNATURE PROJECT NO 22-47 BC BC BC TIT BC FILLER BC BC NEW SINK&DOUBLE DISHWASHER REF BC STOVE BC BC DWG NO 4 of 16 BC C RED/, EAT E / A , .1 ORTH ELEVATION S ELEVATION `'�..�� C = C)�)N SCALE: 1/2" = 1 '-0" SCALE: 1/2" 1 '-0" A700.00 Rn � � Demartini Residence 8t_ptt 31-0116 4 - New Addition NEVI---- -, ,- ---- --- --- NEW ON SHOWER SHOWER M IB 800 Haywaters Rd , ON NEW ROUGH IN �� �%� (� A-\ 0 II II I , I I - Cutchogue, NY rIN _ ___ __J _ KGA Project No. 22-47 - --- L_J I - ------ — — - E B /;-;\\ N O iii \ o, Architect �/V C Kos sar+Garry Architects, LLP 115 West 30 Street,1201 ___ _- KGA AINIIY r_ ----- —_— �_____ _ New York, NY 10001 r Tel: 212.947.6161 I kganyc.com 3'-011 31 -1 111 5'-0111 Engineer Spencer Engineering PC 11 Melissa Court Dix Hills, NY 117,46 NEW FIXTURES ON 5'-1011 Tel: 516.807.7974 EXISTING ROUGH IN NEW SHOWER ENLARGED FIRST FLOOR PLAN - M. BATH R SOUTH ELEVATION 1 tt _ t tt v SCALE: 1/2" = 1 '-0" SCALE. 1/2 — 1 -0 THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE ACCURACY OF THE DRAWINGS WITH RESPECT TO THE EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. r-IN 2t-pll _r O N N I O a. I _ O 09/09/22 BUILDING DEPARTMENT SUBMISSION N NO. DATE ISSUED FOR PROJECT 800 HAYWATERS RD I r DRAWING TITLE 3t_ptt 2t_ptt 1 '-1 12 4'_1 1 ENLARGED BATH NEW SHOWER ON NEW WC ON NEW VANITY&SINK ON PLAN & ELEVATIONS NEW ROUGH IN EXISTNG ROUGH IN EXISTING ROUGH IN SEAL&SIGNATURE PROJECT NO 22-47 DWG NO 1 of 16 .- - RE SOUTH ELEVATION Ci A A - /h'� �A •�\ SCALE: 1/2" 1 '-0" '0 ' 6 A-710.00 (0)R y) 0 COPYRIGHT.KOSSAR+GARRY ARCHITECTS,LIP 2022 PLOT DATE: September 9,2022 0\2022\22-47 DEMARTINI-800 HAYWATERS ROAD\AC;AD\ARCH\CURRENT\A-710 00 ENLARGED BATH PLAN&ELEVATIONS.DWG Demartini Reseidence New Addition 800 Haywaters Rd , Cutchogue, NY KGA Project No. 22-47 Architect Kossar+Garry Architects, LLP KGA 115 West 30 Street,1201 New York, NY 10001 Tel: 212.947.6161 EXISTING EXISTING kganyc.com 2 J"VENT 2 17' VENT Engineer II Spencer Engineering PC 11 Melissa Court I I Dix Hills, NY 11746 EXISTING ROOF Tel: 516.807.7974 s - - - - - - - - - - --r - - - - - - -� - - - - - - - - - - -- EXISTING 1 EXISTING IW LAV C � I I I I SECOND FLOOR 1 IC.O. 1 I NEW FIXTURES I NEW FIXTURES I 2" NEWIFIXTURES 010 2" 1 1 1J,1 I Z I 2" I 010 1 � RELOCATE ( 1 " W NEW I NEWT NEW I I 1 REPLACE NE • REPLACE � RELOCATE � � I I S RELOCATE LAV LAV LAV 1 WC WC 2„ DW BATHTUB I NEW FIRST FLOOR SHOWER THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE 2" 4" 2" 2" 2„ 4" 1 2" 2" DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE ACCURACY OF THE DRAWINGS WITH RESPECT TO THE C.O. I ( C.O. I I C.O. EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS 4' 4" 4" AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. BATH 1 M. BATH KITCHEN NEW ROUGH INS EXISTING ROUGH INS I EXISTING ROUGH INS I I I CELLAR I I DOWN TO EXISTING HOUSE TRAP AND SEWER C.O. TO STREET I C.O. SEWER 4" 09/09/22 BUILDING DEPARTMENT SUBMISSION EXISTING EXISTING ATE ISSUED FOR HOUSE HOUSE DRAIN PROJECT TRAP 800 HAYWATERS RD PLUMBING RISER DIAGRAM 1 DRAWING TITLE SANITATION DIAGRAM SEAL&SIGNATURE PROJECT NO 22-47 DWG NO 3 of 16 a > P-000.00 �K - 0\2022\22-47 DEMAQTINI-800 HAYWATERS ROAD\AGaD\ARCH\CURRENT\P1000 SANITATION DIAGRAM.DWG COPYRIGHT KOSSAR+GARRY ARCHITECTS,lLP 2022 PLOT DATE. September 9,2022 UNIT LEGEND Cu EXTERIOR CONDENSER UNIT Demartim (MODEL NO. AOU45RLXFZ) e W WALL MOUNTED UNIT (MODEL NO.AGU12RLF) Residence F FLOOR MOUNTED UNIT (MODEL NO. AGU9RLF) New Addition F 1 FLOOR MOUNTED UNIT (MODEL NO. AGU15RLF) 800 Haywaters Rd , Cutchogue, NY KGA Project No. 22-47 Architect Kossar+Garry Architects, LLP KGA 115 West 30 Street,1201 New York, _L___J_ _ _ I I I Tel: 21 947.61161 _ _ _ _ _ Cu I �- — — -J I W kganyc.com �o)�ol I Engineer II Spencer Engineering PC 11 Melissa Court — F 11746 T::] Tel: 516.807.7974 I I I I II F II LL-- _ I I - -� L - - - - -J 71 F— _ F- _ 7 _ I J — J F —1 F - --1 L — J L — J THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE — — — — — — — — — DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE ACCURACY OF THE DRAWINGS WITH RESPECT TO THE EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. J J IJ _ _ J F1 F F 09/09/22 BUILDING DEPARTMENT SUBMISSION NO. DATE ISSUED FOR PROJECT 800 HAYWATERS RD DRAWING TITLE MECHANICAL AC PLAN / AC UNIT FLOOR PLAN SCALE: 1/4" = V- 0" SEAL&SIGNATURE PROJECT NO 22-47 DWG NO 3of 16 r REG M- 1 00.00 0\2022\22-47 DEMARTINI-800 HAYWATERS ROAD\ACAD\ARCH\CURRENT\M-100 MECHANICAL SYSTEMS DWG ®CC)PYRfGHT K SSAR+GARRY ARCHITECTS,llP 2022 PLOT DATE September 9,2022 PLAN LEGEND • • Demartim ® EXISTING LALLY COLUMN LVL ABOVE OBJECTS ABOVE e NEW POST (4) 2X4 NEW FLOOR JOISTS E— = - _ _ NEW FOUNDATION Residence I NEW FOOTING JOIST SPAN DIRECTION New Addition f.: I L _�,J 800 Ha aters Rd ---��EW 18x12 CONTINUOUS 1 CONCRETE FOOTING S-110 (2)2X8 Cutchogue, NY (2,2X8 ,` 200 EW CMU 200 FOUNDATION WALL s-'�10 KGA Project No. 22-47 EW 2x 10 FLOOR JOISTS 51,411 10181 1 51 -41 1 Architect @ 16"O.C.ABOVE -4 — — — — — — — — Kossar+Garry Architects, LLP I KGA 1 15 West 30 Street,1201 - - - - - - - - - - - - - - - New York, NY 10001 LU Tel: 212.947.6161 Co I I I 1 I I kganyc.com 1 I I i I S-20 2X6 16 O.C. ,0 2X6 16 O.C. I NEW POST �201 Engineer zI I I I N I (4) 2X4 Spencer Engineering PC 1 I I I NEW (4) 2X4 11 Melissa Court S-30 _ I I( UP I POST TO RIDGE UP Dix Hills, NY 11746 — �— — — — Tel: 516.807.7974 NEW 4 14" LVL ABOVE _ _ _ _ — — — — — — — — — — — — — — — — — j OR (3)18" LVL W S3 > "' 5-312 NEW 24"X24"X12" POURED 0 m Q S1 CONCRETE FOOTING NEW POST N Q Co Q S-312 (A) 2X4 N U N X O 1 Cj CJ NEW POST UP NEW(3)4' w X +LOADING 2X10 o (3)2xto EXISTING 2xl0 ABOVE LOADING JOISTS @ �� XISTING JOISTS „ 1 ST FLOOR — � LALLY NEW (3)14 F� LVL ABOVE U P L. ` EXISTING 2X10 FLOOR JOIST — I j COLUMN — OR (2)18 LVL n. — `� S3 > / NEW POST NEW POST 5-312 Q ( (4) 2X4 (4) 2X4 — (2)2X12 o_ w C X > --------EXISTING FOUNDATION O m Z - - N ' XISTING O X w — — LALLY - �— — — COLUMN 10 XISTING °Ko LALLY N NEW POST EXISTING 2x10 ABOVE I COLUMN — EXISTING 2xl0 JOIST ABOVE x DN +LOADING i i EXISTING LOAD w THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE (3)2X10 S3 NEW 24"X24"X12"POURED j j BEARING WALL ABOVE NEW (2) 1 q"x94" DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE 1 ST FLOOR ( ) JOISTS @ CONCRETE FOOTING ' I I NEW 4 14" LVL ABOVE LVL ABOVE ACCURACY OF THE DRAWINGS WITH RESPECT TO THE S-312 �� I I _EXISTING SISTERED 2X10 FLOOR JOIST _ I ; EXISTING SISTERED 2X10 FLOOR JOIST _ OR (3)18" LVL — EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS NEW POST NEW POST AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. S 1 \L — — J/ i (4) 2X4 (4) 2X4 S l2 i EXISTING 2x 10 JOIST ABOVE w XISTING Q XISTING W > LALLY o° EXISTING 2x10 ABOVE LALLY O COLUMN EXISTING FOUNDATION Q COLUMN Q U w o p 0 X 2 Q N 0 EXISTING 2x1 0 JOIST ABOVE Cl) EXISTING 2x10 JOIST ABOVE 00 X Url CV 04 Z � t~ X O LU w "' > LL ZI XISTING O > N LALLY °Xo Q Co m X COLUMN CN U X Q 'no � u X "Q p LU �2 w �0 09/09/22 BUILDING DEPARTMENT SUBMISSION NO. j DATE ISSUED FOR PROJECT Li n 800 HAYWATERS RD DRAWING TITLE FOUNDATION PLAN AND 1 ST FLOOR FOUNDATION/ 1ST FLOOR FRAMING PLAN ND FLOOR FRAMING PLAN FRAMING PLAN 1 SCALE: 1�4" = 1 , SCALE: 114" = 1 '- OFF SEAL&SIGNATURE PROJECT NO 22-47 N N DWG NO I of 16 0. S-100.00 0:\2022\22d-DEMARTII R-8001 IAWVATERS ROAMACAD\AWO NCURRENTW OO FOJNDATION PLAN DWG ©COMO IT KOSSAR+GARRY ARCI ELECTS,LIP 2022 NOT DATE 9/-6/2022 8 3 PM (2 ) 2 X 8 2 2X8 Demartini Resi ence New Addition 101811 51,411 800 Haywaters Rd Cutchogue, NY KGA Project No. 22-47 Architect ::]7/ Kossar+Garry Architects, LLP KGA 115 West 30 Street,1201 New York, NY 10001 Tel: 212.947.6161 kganyc.com Engineer Spencer Engineering PC 11 Melissa Court Dix Hills, NY 11746 Tel: 516.807.7974 • I NEW 2X6 16 O.C. v j NEW 2X6 16 O.C. --------------------------------------� -G----------------- ------ ------ ----------� % I x , CV � / w � ZI / I / v 2 NEW ADDITION�2N�D110�01�DIT�AIL PLAN SCALE: 3/4" = 1 '-0" 1 THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE . S-300 DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE ACCURACY OF THE DRAWINGS WITH RESPECT TO THE EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. --- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------- CID d' i - ! i NEW 18xl2 CONTINUOUS CONCRETE FOOTING ------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------------ --------------------------- ------------------------------ --------------------------- ----- -------- -------- ------------------------------------------------------ ----------- j i I NEW CMU FOUNDATION WALL ! i 4111 1 411 11 4" w ; > 1 F - 01 ! co QI I i i 09/09/22 BUILDING DEPARTMENT SUBMISSION i 0 ' ! r- 1 i NO. DATE ISSUED FOR N 1 PROJECT NEW CMU WALL 800 HAYWATERS RD Uj ! Z NEW CONTINOUS CONCRETE FOOTING j NEW (3( 2x10 FLOOR JOISTS \ i i DRAWING TITLE I � (3) 2X 10 WOOD JOIST ON - FOUNDATION DETAIL EXISTING AND NEW CMU WALL PLAN LAN NEW?.X4 ABOVE EXISTING CMU WALL NEW 2X4 ABOVE EXISTING SEAL&SIGNATURE PROJECT NO 22-47 CMU WALL DWG NO - of 16 EXISTING CMU WALL EXISTING (3) 2X10 16 O.C.rS-3 0 0 NEW ADDITION FOUNDATION DETAIL PLAN �. (4)2X4 1 c SCALE: 3/4" = 1 '-0" �. `�- 1 I 1 O '00 0.\2022\22-47 DEMARTINI-800 HAYWATERS ROAD\ACAD\ARCH\CURRENT\S110 FOUNDATION DETAIL PLAN.DWG 0 COPYPIGHT KOSSAR+GARRY ARCHITECTS,UP 2022 PLOT DATE. September 9,2022 Demartim Residence New Addition T.O. EXISTING NEW BLDG EXISTING BLDG GE BEAM ADDITION ' 800 Haywaters Rd I LINE OF ROOF BYD Cutchogue NY �I NEW ROOF 65° KGA Protect No. 22-47 Architect STRUCTURE Kossar+Garry Architects, LLP EQ 1 '-4" 4 1 '- " EQ EQ EQ EQ EQ EQ EQ EQ KGA 115 West 30 Street,1201 New York, NY 10001 NEW ADDITION Tel: 212.947.6161 RIDGE BEAM kganyc.com �— EXISTING 2ND FLOOR Engineer Spencer ngineering PC I I I I I I 11 Melissa Court (4) 2X4 Dix Hills, NY 11746 POST TO Tel: 516.807.7974 RIDGE BEAM I NEW (3) 14" LVL BEAM- ALIGN B.O. LVL 2ND FLOOR I I I I W/ EXISTING JOISTS T.O. JOIST I EXISTING 2X8 WOOD JOIST — EXISTING 2"X811 WOOD JOIST EXISTING 2"X 8" WOODJOIST I I NEW (4) 1 A" LVL BEAM R49 I I ALIGN NEW (2) 2X8 WOOD I I / I I BEAM BEYOND I ALIGN i i / NEW DROPPED (4) 1411 LVL BEAM NEW 2X6 JOISTS I I I I EXISTING 16" O.C. NEW POST Z STAIRCASE BEYOND 0 NEW POST BEYOND II ( II E3 BEYOND o I I I I � / I NEW POST BEYOND REMOVE EXISTING WALL 00 3 colVE I EXISREMTING i I i = // i I i REMOVE EXISTING WALL fie O Z) I WALL X NEW KITCHEN i KITCHEN i i TF // DINING ROOM i i LIVING ROOM W ADDITION I I OLU 1 Z I III // III THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE S-300 I I I / ROCKWOOL COMFORT BATT I I DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE I �- / R-19 I I ACCURACY OF THE DRAWINGS WITH RESPECT TO THE ♦ I I `♦ I �� // I I EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS 1 ST FLOOR ( I I ALIGN T / I I AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS T.O. JOIST 1NEW 2"x 10" WOOD JOISTS, 1611 O.0 I EXISTING 2X10 WOOD FRAMING I I / I I AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. I TOP FDN WALL I — I _ I/ = I 1 EXISTING 3 2X10 JOIST BEYOND LI NEW CMU FOUNDATION WALL I / ACCESS DOOR NEW POST EXISTING BEYOND I STAIRCASE BEYOND // EXIST LALLY NEW POST I EXIST CONCRETE SLAB COLUMN BEYOND Z GRADE LALLY COLUMN I �/ � �j� �j� \/\/\\j I // #4 REBAR TF LL. = 21 COMPACTED SOIL ,o / > co NEW CONTINOUS CONIC 1 U- _ 18"X 12" FTG 1 t I > I / I / B.O. FTG / FROST LINE I EXISTING CMU EF /// CELLAR ♦ f FOUNDATION WALL / 7'-911 CONTINUOUS CONC FDN t _ I 09/09/22 BUILDING DEPARTMENT SUBMISSION NO. DATE ISSUED FOR PROJECT CELLAR T.O. CONCRETE SLAB I 800 HAYWATERS RD I B.O. EXIST FTG 1 I EXISTING FTG, VIF DRAWING TITLE NEW 24"x 24"x12" NEW 24"x 24"x12" S-300 FOOTING BEYOND FOOTING BEYOND BUILDING SECTION NORTH - SOUTH FRAMING SECTION - LOOKING WEST SEAL 1 PROJECT SCALE: 1/2" = 1'-0" J 22-47 DWG NO 2 of 16 S-200.00 0-\2022\22-4'DEMARV A-8001 WWdATERS ROAD\ACAD\ARCI I\CURRENT\5200 SECIIONS.DWG 0 COWAIGI"KOSSAR GARRY ARCI RECTS,LIP 2022 PLOT DATE 9/-6/2022 8'01 PM Demartim Residence New Addition 800 Haywaters Rd , Cutchogue, NY - ---- KGA Project No. 22-47 Architect Kossar+Garry Architects, LLP KGA 115 West 30 Street,1201 - — 121-0" New York, NY 10001 1 1 -4'^ LVL RIDGE BEAM NEW ADDITION Tel: 212.947.6161 / ------ 2X8 ROOF JOISTS T.O. RIDGE BEAM kganyc.com Engineer -- 12 12 Spencer Engineering PC -- ------ ��-��—� 4.5� �4.5 11 Melissa Court Dix Hills, NY 1 1746 Tel: 516.807.7974 --- (4) 2X4 POST TO RIDGE 74 — --- --- - -- (2)2X8 WOOD BEAM (2)2X8 WOOD BEAM 2ND FLOOR r if T.O. JOIST 1 '-0" R49 1 ,-0„ 2X6 16 O.C. (4)14" LVL ROCKWOOL COMFORT BATT R-38 21 1-611 U oD 2"X4" WOOD STUDS 2"X4" WOOD STUDS NEW 2"x10"JOIST FRAMING THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE EXISTING (3) 2"x 10"JOIST ROCKWOOL COMFORT GATT ACCURACY OF THE DRAWINGS WITH RESPECT TO THE GRADE — — — — R-19 EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS 2 ` 221.111 1 ST FLOOR AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS S-301 \ CMU FDN WALL T.O. JOIST AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. y I TOP CMU FDN WALL NEW CMU FDN WALL BEYOND EW 2" CONC SLAE GRADE I + C� \ \ \ \ \j/\\ \j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\ NEW CMU C� FOUNDATION WALL `L \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \// X > % %//%//%\//%/\//%//%//%//%//%//%//%//%//%//%//%//%//%/\//%//%/\\//%/\//%/�\//%/\\//%\\ U = ��\�\��\��\i/�///\\\i/�//�/�%/�\, ///\� Ln ao I B.O. FTG / FROST LINE 1 I I I B.O. NEWCONTINOUS FTG 1 -6" 1 9'-1 1 " 1 '-6° NEW CONTINOUS CONC 2 2'-1 1 " 18"X 12" FTG 09/09/22 BUILDING DEPARTMENT SUBMISSION I 2' COMPACTED SOIL NO. DATE ISSUED FOR PROJECT NEW CONTINOUS CONC 800 HAYWATERS RD 18"x12" FTG EXISTING CELLAR ENTRY STAIRS — — — — — — DRAWING TITLE BUILDING SECTION 2 CEAST - WEST FRAMING SECTION LOOKING SOUTH SEAL&SIGNATURE PROJECT NO 22-47 SCALE: 1/2" = 1 DWG NO 3 of 16 aW S-2 0 1 .0 0 0:\2022\22-4-DEMARTINI-8001 WWVATERS ROAD\ACAD\ARCI NCURRENT\5-200 SECTIONS DWG ©COP'R"TT KOSSAR+GARRY ARCI RECTS,LLP 2022 PLOT DATE 9/6/2022 6 01 PM Demartini I • 5/8" GYP BOARD I 2X4 WOOD STUD Residence I BATT INSULATION I I New Addition I I VINYL SIDING I 1 X8 VERTICAL BATTEN I WATERPROOFING MEMBRANE - -------— 1/2" SHEATHING 800 Haywaters Rd , -.-------- --------�` 2"X4" WOOD 3/4" WOOD DECKING 3/4" WOOD DECKING ♦ EXISTING 3/4" WOOD DECKING AND 1/2" Cutchogue, I NEW 2X8 WOOD JOISTPLYWOOD ON 2"X8" WOOD JOIST NY BLOCKING 1/2 WOOD DECKING I I KGA Project No. 22-47 I I I I Architect I I I I I I I Kossar+Garry Architects, LLP 1 1 I 1 KGA 115 West 30 Street,1201 I I I 1 I New York, NY 10001 8" CMU WALL - i i I i Tel: 212.947.6161 I I -310 NEW i i EXISTING Engineer kganyc.com WATERPROOFING MEMBRANE I 11 I I I I I I I I I I Spencer Engineering PC 3 I 11 Melissa Court RIGID INSULATION PROTECTION 1 1 I I BOARD I II 1 S-310 I I Dix Hills, NY 11746 �L I Tel: 516.807.7974 GRADE I I 2" CONCRETE SLAB I I 2" CONCRETE SLAB I I I %� __ X _ IEHE MII '\X, >//' `ii\/ii/� �ii`�i/``�ii`�ii�ii�ii��`�ii��ii II R I — \\i\\i\\i\\i\\ \\i\\i\\i\ I t� /i\/i � /i o `� I ,/i\ s-210 /\\ \\x\\ \\/ � _ _ -I Al I THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE j/\\j/\\j/\\j/\ I I DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE ACCURACY OF THE DRAWINGS WITH RESPECT TO THE \ \ \ \ \ \ \ I f7 1 a \//\ \ \ \ \ \ \ ° I EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS FILTER FABRIC p I ° /\\ / /\ /\\/\\/\\/\\/\\/\\/\\/\\/� I/� D I AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS 4 DRAIN PIPE AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. GRAVEL COURSE \�� OC( Q O�OOQ 4�D O \\ \\ \ 1 //\// // /�//�/.�//�//\///X//� � COMPACT SOIL NEW 18"X12" -_ CONTINUOUS CONCRETE SOIL FOOTING ♦ / ' NEW 18"X12" CONTINUOUS 2 CONCRETE FOOTING S-310 09/09/22 BUILDING DEPARTMENT SUBMISSION NO. DATE ISSUED FOR PROJECT 800 HAYWATERS RD D LEXISTING DRAWING TITLE CONCRETE SLAB EXISTING FOUNDATION WALL D CONCRETE FOOTING DETAILS D SEAL&SIGNATURE PROJECT NO 22-47 DWG NO 4 of 16 WALL DETAIL @ NEW SOUTH FOUNDATION WALL WALL DETAIL @ NEW NORTH FOUNDATION WALL l 2 SCALE: 1�" = 1 '-0" SCALE: 12" = 2 S-300 .00 a rti Uemu n i I I 5/8" GYP BOARD • 1 2X4 WOOD STUD 5/8" GYP BOARD------__,_ I Residence I BAIT INSULATION 2X4 WOOD STUD BATT INSULATION I I 1 New Addition 3/4" PLYWOOD DECKING 3/4" PLYWOOD DECKING I I I VINYL SIDING ( 1/2" PLYWOOD DECKING 1 X8 VERTICAL BATTEN 1 1/2" PLYWOOD DECKING I — VINYL SIDING WATERPROOFING MEMBRANE 1 I 1 X8 VERTICAL BATTEN �� - WATERPROOFING MEMBRANE 3/4" SHEATHING 800 Haywaters Rd , I 3/4" SHEATHING ZNEW 2X10 FLOOR JOIST 16" O.0 NEW 2X10 FLOOR JOIST 16" O.0 I cnl"l I I I Cutchogue, NY NEW (3) 2X10JOISTS I I I NEW (3) 2X10JOISTS KGA Project No. 22-47 Miv _ I I I Architect SIN I I I I -jam 7�I I II Kossar+Garry Architects, LLP INEW CONCRETE DECK I I I I SLOPE CONCRETE TOWARDS KGA 115 West 30 Street,1201 I I I I FRENCH DRAIN New York, NY 10001 1 ll IN I EXISTING HATCH DOOR I 22 I I c� I Tel: 212.947.6161 1 h I MM MM S-31 _ �y COMPACT SOIL EXISTING STAIRS EngineerWATERPROOFING MEMBRANE N N g y I I I 00 IIi I encer S EngineeringPC I I I IN -IN p RIGID INSULATION PROTECTION 1 -� 11 Melissa Court BOARD Dix Hills, NY 11746 I I I I I (� I "- GRADE I �- I i _ J) > Tel: 516.807.7974 1 I 00 2" CONCRETE SLAB t 111 \ I --- \ \\\\\\\\\\\\\\\\\\\ \/\\/\\/ \\ 2' COMPACTED /\'/\'/\'/\'/\'/\'/\'/\'/\ ' - - I I M I I- I I SOIL CN 04 /\\/\\ /\//\//\/� //\//\//\//\//\//\//\//\//\ I� I I I I I I I - -_ / / \\\j\\j\ i I I _ M L I I III I I III - \// \\ \//\//\//\//\/ //\/ \//\//\//\//\//\//\//\//� \// // //\//\//\//\//\//\//\//\//\//\//\//\// ( \�( / / THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE O DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE \//\/ NEW 18 X12 ACCURACY OF THE DRAWINGS WITH RESPECT TO THE CONTINUOUS \/ 7 0 11 \ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ o ( o \ \ EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS FILTER FABRIC p /\/ / / /\/\/\/\/\/\/\/\/� / / / / / / / / / / / / / \//\/ - CONCRETE FOOTING AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS p /\/\ "N AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. \\\\\\\\\\\\\\\ o o \i/\i/\i/\i/\ii\/i\/i\/i\/i\/i\/i\/i\ \ - GRAVEL COURSE // // // // // r- \\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ /\\/\\/ 1O i\ \�i\\i\\\i\\i/\\i\\\i\\\i\\i\\i\\\i\\i\\\ SOIL i COMPACT SOIL \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ -----------------------'� SOIL \\ \\ \\ \\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ //\//\ NEW 18 X 12 CONTINUOUS CONCRETE FOOTING j//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ 2 _ \ \\ \\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ S-310 / /\//\//\//\//\//\//\//\//\//\//\//\/ ,— \\/\\\/\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ N \ \ \ \ \ \//\ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \\/\\ //\//\//\//\ \//\//\ / / //\//\/ \/\/\/\/\/\ /\ /\ \/\/\/\/\ 09/09/22 BUILDING DEPARTMENT SUBMISSION \ \// \ NO. DATE ISSUED FOR //i/\\\\///i//\\\\\///i//\\\\\///i//\\\\//i//\\\\\\///i//\\\\\\///i//\\\\\\///i//\\\\\\///i//\\\\\\///i//\\\\\\///i//\\\\\\///i//\\\\\\///i//\\\\\\///i//\\\\\\///i//\\\\\\///i//\\\\\\// PROJECT \/ \\/ \ \ \\ \ \/ / \ \ 800 HAY ATER\\ \ \\/\/\\\ _ DRAWING TITLE FOUNDATION WALL DETAILS 2 SEAL&SIGNATURE PROJECT NO 22-47 DWG NO 5 of 16 WALL DETAIL @NEW WEST FOUNDATION WALL �SCA LLDETAIL @NEW WEST FOUNDATION WALL 2SCALE: = 0" LE: 1�" = 1 '-0" 2 2 S-301 . 00 s VINYL SIDING I CAULK • • 1 X4 ��GYP BOARD 2" 1"X8" VERTICAL BATTEN 1 X4" WOOD STUD 4 WATERPROOFING MEMBRANE NEW 3/4" PLYWOOD Demartim BATT INSULATION 3/4" SHEATHING I -� �' FINISHED FLOOR • 2"X6" BASE WOOD STUD EW J 3/4" WOOD DECKING N2 8 W1 OOD JOIST Resi ence SEALANT 1 1/2" WOOD DECKING WRAPPED NYLON I 2"X 10" FLOOR JOIST 1 New Addition CONTINUOUS 1"X8" BASE BOARD I INSECT SHIELD I NEW SHIM BLOCK EXISTING FLASHING I I I 800 Haywaters Rd , I Cutchogue, NY EXISTING 2X8 WOOD JOISTS KGA Project No. 22-47 2"X10" FLOOR JOISTS EXISTING 1/2" PLYWOOD Architect Kossar+Garry Architects, LLP FOIL BACKED THERMAL BARRIER EXISTING CMU WALL KGA 115 West 30 Street,1201 New York, NY 10001 y 2"X6" BLOCKING Tel: 212.947.6161 I\I kganyc.com I SILL GASKET Engineer II Spencer Engineering PC I � L SHAPED ANCHOR BOLT WITH NUT. 11 Melissa Court N WASHER @ 4'-0" O.C. 7" INTO CMU BLCOK Dix Hills, NY 11746 11 Tel: 516.807.7974 L�.. HORIZONTAL JOINT REINF. W/ADJUSTABLE WALL TIES-AT 16" O.C. TYP. 2" CONCRETE SLAB 2" CONCRETE SLAB CNEW CMU FOUNDATION TO NEW JOIST DETAIL NEW CMU WALL TO EXISTING CMU WALL DETAIL j-� SCALE: 3" = 1 '-0" SCALE: 3" = THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE �\\�\\X\\�\\�\\�\\�\\�\\�\\�\\�\\�\\�\\/\/ y\/'��- ACCURACY OF THE DRAWINGS WITH RESPECT TO THE // // // �� // // // // // // // // // // // // // I // EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS \ \\ \\ \i \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ I \ AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS //\//\//\;/\//\//\//\/�,//\//\//\//\//\//\//\//\//\//\//\//\// ; EARTH CONCRETE EXISTING \/\\/\\/�/\\/\\/\\/\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/ / /\\ NEW AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. \/\ \/\/\/\ \/\/\/\/\/\/\/\/\/\/\ I \ \\ \\ \\ \\ // I // HORIZONTAL JOINT REINF. W/ADJUSTABLE WALL \ \\ \\ \� \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ i \\ \/ TIES-AT 16" O.C. TYP. \ \\ \\ \; \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ � , \ , \ // // // \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ / 811 CMU BLOCK PARTIALLY FILLED ///// /\S \ ///\ \/ / / C / \ \ \ \ \ \ \ ONCRETE I 8" INSULATION PROTECTION BOARD \ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ WATERPROOFING MEMBRANE 1 XX \\\ \ /% / /\/ // /\\ #4 REBAR @ 41-011 O.C. \% FILTER FRABRIC O0 O NEW 18X 12 CONTINUOUS 09/09/22 BUILDING DEPARTMENT SUBMISSION P \/ jC _____J 1� \/\ \ \ \ \ \ , CONCRETE FOOTING D NO. DATE ISSUED FOR aoa � \ oaoa \ \a \ r ') ,\,\,\,\,\ \, SOIL O O O O O O O O O D 1' ' \ EXISTING CMU WALL PROJECT P P P P P P P P P / - 1 1 - D \\\/ o�o�a\\�� co M /\\/ CAPILLARY BREAK SOO HAYWATERS RD Paoao�oPaooPaoao�o� ca�acaa�OcOcO�cO�o P O�OOa O�O�O�0�O�0Oa� 3 I 4 #4 REBARS TOP&BOTTOM D / 3 �I" I X NEW 18X12 CONCRETE FOOTING DRAWING TITLE �ao�oo0o�ooaooaooao�oo� O - -/--- � 1 � �� �/ � D P P P P P P P P P P r 1-� \\� o�o`� 3" 1 '-0" 3 R " /\\ FOUNDATION WALL P OoaoaOO�oaOPaco % •��� 7cu 7 rc � /\\/ DETAILS 3 //� O�O�O�Ooa0oa0oaO�0oa0 C _ /\ M M j\\j SEAL&SIGNATURE PROJECT `_' // DWG NO O 22-47 C ) OO a 0\O6\_ O�O�O�O // // //\%/\// �/ //�%/\%/�%/\%/�//\%/\% /\\ GRAVEL COURSE 6 of 16 P P P P P P P P P P �\\\\\\/\\\\\\\\\\\\\\\\\ \ \ NEW CMU FOUNDATION DETAIL NEW CMU FOUNDATION TO EXISTING CMU WALL DETAIL S-3 1 O .00 2. SCALE: 3" = 1 '-0" ` r' SCALE: 3" = 1 '-0" Demartim I s � ence 2X4 (4) 2X4 THRU BOLTED New Addition I }"X 1' 0" BASE PLATE � 2' " � 800 Haywaters Rd ,�� 1irb 1� FIRST FLOOR 3 1 -0 1 -01L 3 EXISTING CONCRETE SLAB SUBFLOOR Cutchogue,- NY "" PLYEXISTING KGA Project No. 22-47 2X1 0 Architect STAGGERED BOLTS 16" O.C. Kossar+Garry Architects, LLP MI� (3) 2X10 FLOOR JOIST, KGA115 West 30 Street 1201 4' LENGTH N Q a New York, NY 10001 — _ — 4(( NEW CONCRETE Tel: 21 2.947.6161 SLAB ON NEW I I 0 I FOUNDATION ganyc.com 0 — I — Engineer Q10 a a a Spencer Engineering PC a a I I a I 11 Melissa Court Q Dix Hills, NY 11746 TOP PLATE Tel: 516.807.7974 M a I a EXISTING CMU I SFOUNDATION DETAIL COLUMN BASED @FOUNDATIONWAl SCALE: 3" = 1 -0, S2 SCALE: 3" = 1 '-0" THESE DRAWINGS ARE FOR REVIEW, DESIGN, AND SCOPE DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE ° ACCURACY OF THE DRAWINGS WITH RESPECT TO THE LAG BOLTS EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS 24" O.C. AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. (4)2X4 ------------ 1/4" BASE PLATE (3) 2X 10 WOOD JOIST EXISTING CMU WALL U O NAILING 2 1/2" X 4 3/8" I I G - - - - I w I I ( M oo all PLY I — — — — I — -------- I 6" " PLY 1,-011 09/09/22 BUILDING DEPARTMENT SUBMISSION NO. DATE ISSUED FOR 4'-0" N\ PROJECT 800 HAYWATERS RD DRAWING TITLE ° 0 0 0 2XI 0 BASE FOOTING AND 0 0 0 0 COLUMN DETAIL SEAL&SIGNATURE PROJECT NO 22,47 DWG NO 8 of 16 TYPICAL HSS COLUMN ON CMU PLAN DETAIL WSC ACING DETAIL SCALE: 3" = 1 '-0° ALE: 3" = 1 '-0" S-312 .00 yw O\2022\22-47 DEMARTINI.800 HAYWATERS RCAD\ACAD\ARCH\CURRENT\5300 STRUCTURAL DETAILS DWG ©COPYRIGHT KOSSAR+GARRY ARCHITECTS,LLP 2022 PLOT DATE September 9,2022