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HomeMy WebLinkAbout46379-Z �oSUEEat,�c Town of Southold 7/30/2022 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43301 Date: 7/30/2022 THIS CERTIFIES that the building DECK Location of Property: 2405 Glenn Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-1-32 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/19/2021 pursuant to which Building Permit No. 46379 dated 6/7/2021 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: deck addition to existing single family dwelling as aapplied for. The certificate is issued to Jaugietis,Martin&Heather of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46379 7/1/2022 PLUMBERS CERTIFICATION DATED ut ofzel Signature �SU�Fotk TOWN OF SOUTHOLD ��o coat' BUILDING DEPARTMENT CO g TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46379 Date: 6/7/2021 Permission is hereby granted to: Jaugietis, Martin 1 W End Rd 8D New York, NY 10023 To: Construct deck addition to existing single family dwelling as applied for. At premises located at: 2405 Glenn Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-1-32 Pursuant to application dated 5/19/2021 and approved by the Building Inspector. To expire on 12/7/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $498.40 CO-ADDITION TO DWELLING $50.00 Total: $548.40 Building Inspector i *of so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G �Q sean.devlina—town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Martin Jaugietis Address: 2405 Glenn Rd city:Southold st: NY zip: 11971 Building Permit#: 46379 section: 7$ Block: 1 Lot: 32 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Country Club Electrical License No: 63975ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Step Lights 17 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer 150W UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 1 4'LED Exit Fixtures Pump Other Equipment: Notes: Rear Deck Step Lights Inspector Signature: U Date: July 1, 2022 S. Devlin-Cert Electrical Compliance Form SO(/Tholo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING` 1v FINALbZ*— [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: YEL6 117 O�fN;c/c 0. DATE '?�O Y INSPECTOR OF SOUIyo -- � �o # TOWN OF SOUTHOLD BUILDING DEPT. ourm, 631-765-1802 IN.SPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CArA-e--, [ ] FRAMING /STRAPPING [l eFINAL�a�j [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: oom L/ t�K,� DATE ')/ INSPECTOR �o��,oF souryolo 7 �`�!G 1f11 ' I } # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [- ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �4 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE I INSPECTOR FIELD INSPECTION REPORT. DATE COMMENTS 6� FOUNDATION(1ST) ------------------------------------ FOUNDATION(2ND) Tz- �J O G ROUGH FRAMING& E� PLUMBING ' `� 1 1 W INSULATION PER N.Y. STATE ENERGY CODE �.�"T-2Z i C�a7.i2C c; Qp.2 �- E�f�«% ePi�• ,9 61<,Xl b 7V 4ratV FINAL Wpm Ad ADDITIONAL COMMENTS cl o 1q � ' J 0 Z � e �45uFFoc��` TOWN OF SOUTHOLD—BUILDING DEPARTMENT G$a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao� Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtown .gov Date Received APPLICATION FOR BUILDING PERMIT --, -��1—, 711 For Office Use Only • rt PERMIT NO. -7 Building Inspector: MAY 1 9 2021 Applications and forms must be filled out in theirentirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNERS)OF PROPERTY: Name: 3 SCTM#1000- _ - — - Ci ,. -.=lc� h er • �ic,l C t -. 5 Project Address:-� ���Q _ -�.�hy O�QG 5`vU -��. 1_ � � _ 7_r✓_- _- -__ .�_ m Phone#: GI=�-�_-` Ll UO- Email:_ Mailing Address: �. . Z._j._ _ --�61_ei�►� acnd CONTACT PERSON: l Name: -- --- Mailing Address: L 1. r- -�- - Phone#: 3f �y �-_. _ - — -- -- Email:r DESIGN PROFESSIONAL INFORMATI.ON:, Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION:. Name: _��o_s_K r __C_v_S--nwa -Or h4- . - - - _- Mailing Address: -� P hie - -I'17 er X-(or I CI -S - Ivy r Phone#: Email_;?okoS;4 DESCRIPTION OF PROPOSED CONSTRUCTION ❑�N�ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: L�'Other QevU 0eCl2-- e*+ctGG►ed -tv h0V Y- $_J 3_ a 06_0�_._�__._-.g___ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes No 1 "PROPERTY,INFORMATION , Existing use of property: Intended use of property: � Zone or use district in which premises is situated: Are there any covenants d restrictions with respect to 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 210A5 of the New York State Penal Law. Application Submitted By(print name): '`) �T IyAuthorized Agent []Owner Signature of Applicant: Date: S %��� o'l STATE OF NEW YORK) SS: COUNTY OF S1iLFD�jC , ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, L (S)he is the (a�(��1 1 `I U I //a aeh (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 th with BARBARA H. TANDY'�; Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County I�day of , 20 a'( Commission Ex ares M113/2Q dB_ Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) i I, �J '��s residing at gq 6(�iU1Vl 1 ,. do hereby authorize a Cl r✓(,( TC(V1Akj(10S6•to apply on my behalf to the Town of Southold Building Department for approval as described herein. S C) f�1 Owner's S`4natuo Date JV h40_f TWJ� Print Owner's me 2 SFFQ� 6' BUILDING DEPARTMENT- Electrical Inspector O TOWN OF SOUTHOLD HTown Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: `Company Name: coi4vu 6 Electrician's Name: License No.: 2L 5- Elec. email: CIIJOQC icc� c@g'IIAO; Elec. Phone No: 6 51 lQ -i-quo bE 1 request an email copy of Certificate of C mpliance Elec. Address.: 3,JL5 Oornlce, C(Ir'I JOB SITE INFORMATION (All Information Required) Name: Car--1 Y) aLL Address: 1nn Cross Street: Phone No.: Bldg.Permit#: 4-1 (p a-:4-9 email: Tax Map District: 1000 Section: "Ig Block: i Lot: 3 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 U "v Issued On Temp Information: (All information required) Service Size 1-11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground[]overhead # Underground Laterals D 1 2 H Frame Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION ��4q PERMIT # Address- Switches Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge H11V Exhaust Oven WjD. Smokes DW Mini: C2rbori IVlicfoGenerator - �. Combo . .. , . Cooktop " Transfer AC AH Hood Service ... Amps Have Used Special: _ Comments 1 NYSIF New York State Insurance Fund 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A^^^^" 451778267 TOMPKINS INSURANCE , AGENCIES, INC. Qi , 90 MAIN STREET BATAVIA NY 14020 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COASTAL PLANTINGS INC MARTY AND HEATHER JAUGIETIS P O BOX 484 2405 GLENN RD PECONIC NY 11958 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 22245 015-9 522269 07/01/2020 TO 07/01/2021 5/14/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2245 015-9, 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. 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/CERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. 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 STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:273574740 U-26.3 COASPLA-01 BMARRO UIN ACORO� DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 5/14/2021 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(ies)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 CONTACT Neefus Stype Agency PHO631 FAX 711 Union Ave. (arc,NE No,Ext):( )722-3500 (arc,No):(631)722-3591 Aquebogue,NY 11931 AD RES :info@nsainsure.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:Hartford Accident&Indemnity 22357 INSURED INSURER B:Hartford Insurance Company of Illinois Coastal Plantings Inc INSURER C:West American Insurance Co 44393 PO Box 484 INSURER D: Peconic,NY 11958 INSURER E 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 CONTRACT OR 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD D POLICY NUMBER MMI D M/DD LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FX]OCCUR 12SBMAJ2SA1 11/9/2020 11/9/2021 DAMAGE TO RENTED 1,000,000 REMI ES Ea occu ence $ MED EXP An one person) $ 100,000 PERSONAL&ADV INJURY $ 1'000'000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2'000'000 POLICY❑X JECT FILOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY Ea accliden SINGLE LIMIT $ 1,000,000 X ANY AUTO 12UECGA5221 11/9/2020 11/9/2021 BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY BODILY INJURY Per accident $ AUTOS ONLY AUTOS ON Y PROPERTY DAMAGE Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ _ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION STAT T OR AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ Mandatory in NHR EXCLUDED? ( ) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C Equipment Floater BMW58611228 6/12/2020 6/12/2021 Deductible 1,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) ,ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Ma and Heather Jau ietis THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Marty 9 ACCORDANCE WITH THE POLICY PROVISIONS. 2405 Glenn Road Southold,NY 11971 AUTHORIZED REPRESENTATIVE b25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: I LOT(S): 32 \ LAND N/F OF \ ENCE U/L JON BAXENDALE -\ F �- 0.2'W 3.5'S STK. 1.5'W EL 17.1 Do I 6>aC4- 78, N �-----.� STK. Proposed Patio 27'6 FENCE 0/L A ._._1 44 ! � 3x44 � ^ o! Proposed 20 -__-__� - z N 'Pool i N h __ ----------------------- � iK1 ck ------­----- a1 Proposed Deck: A� Wood Framed (removing prev.Stoop) C EL 14.0 13.7" 2.,r. WOOD jN v. 92. EL 113.8 O 7 0.611 26.3 Y J v DRY WELL L` OU —, C w 2 STY FRM. 8'DIAx7'DEEP DWELLINGN rY U J 11.4' FF, 17.0 I z o O UA DRIVEWAY I C, � BASE GARAGE =- o f Gr 1 c.2 I 26.3' r S - - -- 34.2 — - i. 13.3 S Cr — L� ..m i EL 13.0 n ' — ,Ly PEDROOMS �\ •S.T. I y 1,250 GAL S,T. 43' i (5)8'D!Ax3'DEEP i_.P. , 39' b LP z SLP) (lamI 236 9' \\ DRI' WELL. STK. GUTTER 8'DtAx6'DEEP lVVV1 STK. DRA!N 120.00' u.P N 87030'001'E I l'Su.P. —I _EDGE OF PAVEMENT — - - — N LEN AD+ WEST CREEK DRAINAGE CALCULATIONS: A) DWELLING FOOTPRINT=1,718 SQ.FT. 1,718 x 0.166=285.2 < 286cf REQUIRED (2) 8'DIA x 7' DEEP DRYWELL=3100 PROVIDED B) DRIVEWAY=1,485 SO.FT. FLOOD ZONE X 1,372 x 0.166= 247cf ZONED R-40 (1) 8'DIA x 6' DEEP DRYWELL= 265cf PROVIDED NON—CONFORMING LOT FRONT YARD: 40'MIN THE- WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR YARD: 50'MIN FINAL SURVEY 07-28-20 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS SIDE YARD: 15'MIN 35'TOTAL FOUNDATION LOC. 01-08-20 AND OR DATA OBTAINED FROM OTHERS. AREA:21,449.21 SQ.FT. or- 0.49 ACRES REVISED 01-05-20 ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION - LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE. OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOP, A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ,NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR ARID OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUlfTUR.ES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 28 CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF:WEST CREEK ESTATE FILED: AUGUST 19, 1963 No. 3848 SITUATED AT: SOUTHOLD --- -- - TOWN OF:SOU!THOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 AqueUogue, New York 11931 FILE #19-- 106 SCALE:1"=30' DATE: JUNE 21, 2019 PHONE (631)298-1588 FAX (631) 298-1588 N. Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk 'A� Folz !� 6. PR01h_ OS Ew...�d]3 1:)EC1c S rit,P\_(�Jm-.,s I t ff It APPROVED AS NOTED architecture p.c. J aug S -R-esi UL 16.11 C DATE:-=-L'-L_._ B.P. FEE .L BY: P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 NOTIFY BUILDING DEPARTMENT AT -� '802 8 AM TO 4 PIU FOR THE 2405 GLENN ROAD SOUTHOLD NY 11971 F :t L- KING INSPECtIONS: 1 z0UNDAT16N . 7 ft. REQUIRED ='�R POURED CO"N"CRETE 2. = ,. ;;H - FRAU .Nd & PLUMBING {�{ 3 ;,iSULATiON Q rCU1" G° : DR 4. FINAL CONSTRUCTION MUST V BE COMPLETE FOR C.O. S IS U 11111. _ r` - ALL CONSTR=N SHALL MEET Tyr REQUIREMENTS OF THE CODES OF N � � � � �` IL 1aU�• Ali YORK STATE. NOT RESPONSIBLE E• +I� f� `+�� SCHEDULE OF ABBREVIATIONS DESIGN OR CONSTRUCTION ERRC� o> 00t,� f CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA A.D. ASH DROP SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD A.F.F. ABOVE FINISH FLOOR GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WINTER DESIGN UNDERLAYMENT FLOOD BM. BEAM DESIGN SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED HAZARDS BRC. BEARING \ LAND N/F OF CATEGORY C.J. CEILING JOIST \ 25 130 YES YES I B SEVERE 361 MODERATE SLIGHT t0 15 YES WFENCE 0/L A C.F.M. CUBIC FEET PER MINUTE JON BAXENDALE TO HEAVY MODERATE CLOS CLOSET `\ C.O. GLEAN out 0'2 W Ct:,(v^t�LY WITH ALL CODES OF Proposed Deck For: CONCRETECCDM CARBON MONOXIDE DETECTOR 15�W STK. 1 7I0y(2�o�� NEW YORK STATE & TOWN CODES CSMT. CASEMENT EL 17.1 LV AS REQUIRED AND CONDITIONS OF G.T. CERAMIC TILE D. DRYER o SOUTHOLD TOWN ZBA Jaugeltis NG TABLE OF CON ENT5 DIA. DIAMETERSOUTLE HOLD6. SOUTHOLD TOWN PLANNING BOARD FLOOR AREAS EXISTING PROPOSED ADDITION TQC D.J.. DECK JOIST sr°�AkoE�Fh SOUTHOLDTOWNTRUSTEES Residence CF AION A-1 - PROJECT INFORMATION DECK SQUARE FOOTAGE - ---- SOFT. 5% SOFT. 5% SOFT. F.A.I. DFRESH AIR INTAKE C(mNE r U�i'.S.DEC A-2 - PLANS, SECTIONS 4 DETAILS PERIMETER STEP SQUARE FOOTAGE - ---- SOFT. 67 5QFT. 67 SOFT. F.D. FLOOR DRAIN - 36' T TOTAL SQUARE FOOTAGE - 663 SOFT. FDN. FOUNDATION O - ---- --- --•--- -..._ F.J. FLOOR J015T N STK. FP.S.C. FIREPROOF, SELF-CLOSING Proposed PatioFTG. FOOTING m 4 -.___. 27' 6" FENCE 0/L FXD. FIXED .._._._.-._._._._.. GALV. GALVANIZED 4_ ------------- GL. GLASS \ PRESCRIPTIVE DESIGN METHODS N.B. NOSE BIBB N.C. HANDICAPPED 130 MPH WIND ZONES HDR. HEADER U 3' 3' N; Propo;,ed 20'x44' Pool ; !0 N.M. HOLLOW METAL Wf .N INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - K.S. KITCHEN SINK FAMILY DWELLINGS (2015 EDITION) LAV. LAVATORY 2405 Glenn Road L.C. LINEN CLOSET N ` --- ------ ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON 514EETS MECH. MECHANICAL `Y' Southold, New York 1197 1 W-1 AND W-2. MIN. MINIMUM DE51GN LOADS MAX. MAXIMUM '�']'-'-'-•-•-•fi1•r•-•-•-•_._._._._._._._._._._._._.� � S.C.T.M.# I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0' MLDG. MOULDING 10 .-, INTERVALS (MATCHED WITH 50FLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO M.O. MASONRY OPENING } r•_•%�T33' 3° REVISIONS USE LIVE LOAD [LB/SQFT.] DEAD LOAD 1LB/SQFTJ BAYS OF FLOOR AND ROOF DECK SHEET W-1 DRAWING 3. N.I.C. NOT IN CONTACT � -• O.C. ON CENTER CL 0 EXTERIOR BALCONIES 60 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER JOIST AND STUD CONNECTIONS. Proposed Deck' C � � O.N. OVERHEAD � �• Wood Framed �_ PROVIDE 1-1/4' X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3.4 AND P.C. POURED CONCRETE "• 0 DECKS 40 10 DRAWINGS ON SWEET W-2. R. RISER > 9 Prev. stoop) _ (removing ?� PASSENGER VEHICLE GARAGES 50 10 RAD. RADIUS EL 14.0 13 7' cn WOOD ;C J 0 3. LATERAL AND SWEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE REF. REFRIGERATOR Lit �, STOOP EL 13!8 ATTICS WITHOUT STORAGE 10 10 NAILING SCHEDULES OF SHEET W-1 TABLE 3.4A, 3.9A. REINF. REINFORCED I.,_ Co 2.g'Xg,p' O 0 R.F. RESILIENT FLOORING \ 0.6'W ,; 2 .3 CL ATTICSWITH STORAGE 20 10 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN R.R. ROOF RAFTER z Y w o, 6, Z) 0 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SHEET A-2 AND SHEET W-I DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THS.D. SMOKE DETECTORE �, # PL. SHELF 4 POLE �v _Q FOUNDATION AND BROUGHT UP THROUGH TWE SILL PLATE. z n N SLEEPING ROOMS 30 10 514WR. SHOWER Q 1 DRY WELL O U 0 2 STY FRM. 8'DIAx7'DEEP 5. ROOF, WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET SQFT. SQUARE FEET tY U �, 0 STAIRS 40 10 W-1 TABLE 3.1. TEG TONGUE 4 GROVE Q - _ DWELLING r �' V I- 0 GUARDRAILS AND HANDRAILS 200 10 T.G. TERRA COTA 11.4' -1 FFL ;7,u 1 6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S TEMP. TEMPERED GLASS - I _ Z GUARDRAILS IN-FILL COMPONENTS 10 SFFinCIFICATIONS. T.O. TRIM OPENING RCA DRIVEWAY 0 FIRE ESCAPES 40 10 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE � TYPICAL • VERIFY IN FIELD BASE N GARAGE 2 I __J W UPPER 1/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET W WASHER o 26.3' , = 0 W-2. W.C. WATER CLOSET Q .. 3 4.2 0 WD. WOOD O �? 13.3' ^ Q 11.7' .- 8. ALL STRAPPING CAN BE INSTALLED OVER SWEATING ONLY IF THE FASTENERS IDENTIFIED W.F. WATER FOUNTAIN 4. 1 EL 1 .8 EL 13.0 0 IN THE NAILING SCNED ULE5 ON SWEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE W.N. WATER NEATER �� CLEAN WIDTH OF THE SNEATING SUBSTRATE BEING USED. W.I. WALK-IN SLATE WALK OUT W.W.F. WELDED WIRE FABRIC �v 35 123' W 0 �� vv i \ I O SYMBOL LEGEND: GENERAL NOTES: 4 REDROOms I � � S.T. o O 0 SINGLE AND MULTI-STATION SMOKE ALARM TO BE C5)8'DIA GAL S.T.X3'DEEP L.P. I o i� DIA . 39' CJl O S.D. INTERCONNECTED AND HARDWIRED 0 I. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY co \� /( Z 0 AND LOCAL BUILDING AND ZONING CODES, AND ALL SUCH CODES SHALL o II CD SUPERSEDE THESE DRAWINGS. LP w i CARBON MONOXIDE DETECTORS SHALL BE INSTALLED CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD 2. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL LP 0 WIRED CONFORMANCE WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE. D.P.. THE CONTRACTOR IS TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE L I 0 STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR SAME. LP LP ❑? WINDOW DESIGNATION (SEE WINDOW SCHEDULE) 3. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY f--v I 2 3 6.9' SEAL MINIMUM. 1 � DRY WELL STK. Q? DOOR DESIGNATION (SEE DOOR SCHEDULE) 4. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS STK. GDRAIIN 8'DIAx6'DEEP AND GARAGE SLABS SHALL BE 3500 psi AT 28 DAYS MINIMUM W.M. 120.00P \�'C�C� S��C �---- SECTION MARK (DWG#/SHEET) E=1,600,000 psi AND 1`b- EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS - �� 5. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. u.P. .; N 87030,00" I u � e s DETAIL SECTION MARK DWG#/SHEET TO HAVE AN E=1,800,000 psi AND AN fb■2,400 psi. ALL LAMINATED VENEEREDGE OF PAVEMENT - - - ( ) LUMBER HEADERS AND BEAMS TO NAVE AN E-1,900,000 psi AND AN 1`15=2,600 - �-�' DETAIL DRAWING MARK (DWS#/SHEET) fba2,ALL 9 ARTICLE STRAND BEAMS TO HAVE AN E-2,000,000 psi AND AN - - - -' 6. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS GLENN i. µ �"9, 029169 O¢� RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS INDICATED ON OF N PLANS. WALL LEGENC►_ 7. PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' ABOVE GRADE. RAILING SHALL BE BUILT 50 AS NOT TO ALLOW TWE PASSAGE OF A 4' SPHERE THROUGH ANY OPENING. Copyright 202I STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this EXISTING WALL TO REMAIN L PROPOSED SITE PIAN 5ca1Ct i' - 0'-17" design in its entirety or any portion thereof.Unauthorized ----- EXISTING WALL TO BE REMOVED 2 alteration of these documents is a violation of the New York B. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. A_I State Education Law.These drawings and specifications are ® NEW 2' X 4' WOOD FRAME WALL an instrument of service and are the property of the Architect. , 9. ALL USP' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED These drawings and specifications are not to be used on any ® NEW 2' X 6' WOOD FRAME WALL `FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED IN other project,except by written permission of the Architect. © LOAD BEARING WALLS CONNECTION WITH TREATED MATERIAL. PROJECT NO. 2I-ARXOOI 10. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING SCALE 1/4"=1'-0" DATE 5/I8/202I NEW P.C. CONCRETE WALL ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER AND ARCHITECT FIRE BRICK PRIOR t0 STARTING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION DRAWN BY TLD I CHECKED BY RS STANDARD BRICK DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN DROPPED MASONRY OBTAINED. TITLE Il. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE THE STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION. 12. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT THE AREA OF EXCAVATION AND CONSTRUCTION. Project 13. PRIOR t0 START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL DECIDE ON AN ACCESS POINT TO THE 51TE AND WHERE ON THE SITE TO Information STORE MATERIALS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE SITE DUE t0 CONSTRUCTION. 14. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. 15. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY IN WHICH THE PROJECT 15 LOCATED. SHEET 16. IF DURING THE COURSE OF CONSTRUCTION A SITUATION 15 ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE A - 1 IN CONSTRUCTION DETERMINATION. " SKI 4 architecture, p.c. A-2 P.O.BOX I254 JAMESPORT,NY 11947 33'-31 33'-3' PHONE(63I)779-2832 FAX(63I)779-2833 T-4 1/4' 7'-4 1/4' T-4 1/4' T-4 1/4' _ - --------------_�_ ----____-- ��- (2) 2'X6' ACQ FLUS- GI `r --__---__ - _ - - A 2 CONTINUOUS PERIMETER STEP = I r- --------------------------------------------------------------------------------� - P-I T4'I (222'X8' ACO DROP GIRDER , . - ............................._ ........................ ...._......................_........_.................................... . . .................. . ..........._....... ..PI 4'x4' ACO POST76 I I PROVIDE PROPER (I o �i l BLOCKING FOR DECKING I eo _... ..... ....... _...._..__.....__._. ..............._..._.._ .............._................. ` I __ I PICTURE FRAME II BORDER i I I SII v NiI b'xb' ACQ POST I ... ........ ... .............. �I I LL 8 _P�R P-I y " A Proposed Deck For. 3 CQ R I + , . w •I P-II I , -3 P-3 •. P-3 I II — .. .............. N III �' Jaugeltis P ................. .................. .. I PROVIDE PROPER 8Residence BLOCKING FOR DECKING PICTURE FRAME I A-2BORD� I ............................ ... .................. ... ._....................... ... ._....... ' ------------------ i ................_........._.......... --------------------- I � - b 4'x4' ACQ POST 11 .. .. ......................._........,...........,........................ . .......................... I I • -- -- Llr2l 2 XS ACQ DROP GIRDER P I _..... _. ._ ...... _. _. ... . , I -2I - -- - �- 8'-0' x 3'•0' LANDING --------- -- �n Ra - ACf P-I I _ ----------------- tnL2)2 XBI ................................ I _J _P-1 - LANDING TO BE CENTERED DOUBLE DECKING PICTURE LOWER BOX STEP - ON GLIDING DOOR FRAME BORDER Glenn Road --_----- --- SUPPORT GIRDER 2405 _. . . .____. ._ Southold, New York I 197 I'-0" 3'-2' I'-7" 4' S.C.T.M.# REVISIONS 0 i PROP5ED DEGK PIER PIAN Scale: 1/4' = 1'-0' 2 PROP5ED DECK PLAN sale: 1/4' - 1'-0" 0 A-2 0 0 S'-0' LANDING TO BE SUPPORTED BY MAIN DECK 0 BELOW. PROVIDE 4'X4' POSTS ATTACHED PIER SCHEDULE TO GIRDER CORNERS TIED INTO LOWER DECK PIERS 0 — — DECK FRAMING. SYMBOL SIZE REBAR SUPPORT TYPE DEPTH O (2- X 6PRI GIRDER P-1 8' DIA. NOT REQUIRED STAIR BOX BEAM 36' BELOW GRADE MIN. O PROVIDE JOIST HANGERS ON ALL FLUSH P-2 12' DIA. NOT REQUIRED 4'x4' ACO POST 36' BELOW GRADE MIN. JOIST TO GIRDER CONDITIONS P-3 18' DIA. NOT REQUIRED 6'x6' ACO POST 36' BELOW GRADE MIN. O v o I n PIERS TO BE POURED WITH POST BASE ANCHOR ABOVE GRADE OR A STAND 0 `9_a OFF POST BASE REQUIRED TO KEEP POSTS AWAY FROM GRADE. x d - ALL PIER DIAMETERS ARE MINIMUM REQUIRED, CAN BE LARGER IF NEEDED. 0 - ALL CONCRETE TO BE 31000 PSI MINIMUM AT 28 DAYS — — — — — 2 2L' X b' FLUS- GIRDER — — - 0 0 3 PROPSED DECK LANDING DETAIL PLAN Sale: 1/2' • P-o' 0 A-2 RAILING REQUIREMENTS: 00 -GUARD RAILS ARE REQUIRED ON ANY DECK/PORCH WHEN THE DISTANCE FROM FINIS- DECK LEVEL TO GRADE BELOW EXCEEDS 30' IN HEIGHT. ANYTHING LESS SEAL THAN 30' DOES NOT REQUIRE A GUARD RAIL BY CODE. SIDE —STAIR ANY STAR WITH FOUR OR MORE RIILS ARE REQUIRED ON SERS. ST � � S RRC�Yj (00 0 Ods C, CONFIRM RAILING OPTIONS WITH OWNER. � II' 18'-6 1/2' FINISH NOTES -5/4' x b" SYNTHETIC DECKING I I -DOUBLE PICTURE FRAME AS PER PLAN y 029169 O¢ I I GLIDING DOOR LANDING � -CONCEALED FASTENER INSTALLATION (2) 2'x6' FLUSH GIRD -CORTEX PLUGS OR TOPLOCK SCREWS ON SOLID BOARDS OF �E -VERSATEX SKIRT BOARD 4 RISERS INSTALLED WITH CORTEX PLUGS CONTINUOUS BOX BEAM I ( 8 Y' MAX ---i-- - STAIR NOTES Copyright 202I STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this 2'x6' ACO DECK JOIST -PROVIDE EQUAL RISERS FOR EACH FLIGHT OF STAIRS. design in its entirety or any portion thereof.Unauthorized -8 I/4 MAX RISER AND q' MIN TREARD alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are -PRODUCT OF MULTIPLYING THE RISE AND RUN OF STAIR SHOULD BE an instrument of service and are the roe of the Architect. 2'x6' JOIST HANGER ON ALL FLUSH 142.5 HURRICANE CLIPS ON ALL JOIST TO property tty BETWEEN 70 AND 77 1/2 These drawings andspecifications are not to be used on an = CONNECTIONS GIRDER CONNECTIONS other project,except by written permission of the Architect. O PVC TRIM RISERS RIPPED TO FIT O o 2'x6' ACO DECK J015T SHIM OR BLOCKING BELOW GIRDER AS REQUIRED TO O 2'X8' ACQ DROP GIRDER AS PER PLAN o FRAMING NOTES PROJECTNO. 2I-ARXOOI GET GIRDER TO ADEQUATE HEIGHT, SHIM TO NOT CONTINUOUS BOX BEAM EXCEED I X�'. PBS44 STAND OFF POST BASE ANCHOR -ALL FRAMING LUMBER TO BE ACQ PRESSURE TREATED SCALE AS NOTED DATE 5/I8/202I -2'X6' DECK JOISTS @ 12' O/C DRAWN BY TLD CHECKED BY RS -2'x8" GIRDERS (NUMBER OF PLIES AS PER PLAN) z -ALL GIRDERS TO BE GLUED AND SCREWED, ANY SPLICE TO BE ON POST TITLE -2'x6' STAIR GIRDERS (NUMBER OF PLIES AS PER PLAN) o -4'x4' 4 6'x6' ACO POSTS PIER TO GIRDER CONNECTION AS NECESSARY K, -JOIST HANGERS ON ALL FLUSH GIRDER TO JOIST CONNECTIONS -HURRICANE 142.5 CLIPS ON ALL DROP GIRDER TO JOIST CONNECTIONS -PBS44 STAND OFF POST BASE ON ALL PIERS Deck P 1 an s, -PROVIDE ALL ADDITIONAL STRAPPING AS PER SWEETS W-1 4 W-2 Section & Details SEE PLAN SEE PLAN SHEET 3 PROP5ED SECTION A-2 A - 2