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HomeMy WebLinkAbout50060-Z �o�g�ffOi�cOG Town of Southold 7/31/2024 P.O.Box 1179 _ 53095 Main Rd ylj�! Sao Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45414 Date: 7/31/2024 THIS CERTIFIES that the building POOL HOUSE/CABANA Location of Property: 3970 N Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 79.-2-3.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/31/2023 pursuant to which Building Permit No. 50060 dated 11/27/2023 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory pool house/cabana with storage shed to an existing single-family dwelling as applied for. The certificate is issued to May,Richard&Kathryn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 50060 6/20/2024 PLUMBERS CERTIFICATION DATED Crio Signature o�SFFat TOWN OF SOUTHOLD aye . BUILDING DEPARTMENT y =, TOWN CLERK'S OFFICE o • SOUTHOLD, NY col� ya�,f 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#: 50060 Date: 11/27/2023 Permission is hereby granted to: May, Richard 3970 N Bayview Rd Southold, NY 11971 To: Construct an accessory pool house/cabana to an existing single-family dwelling as applied for. Must maintain 15 foot side and rear yard setbacks. At premises located at: 3970 N Bayview Rd, Southold SCTM #473889 Sec/Block/Lot# 79.-2-3.3 Pursuant to application dated 10/31/2023 and approved by the Building Inspector. To expire on 5/2812025. Fees: ACCESSORY $381.00 CO-ACCESSORY BUILDING $100.00 Total: $481.00 Building Inspector � ..OF SOUlyo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q � �o sean.devlinA-town.Southold.ny.us Southold,NY 11971-0959 OUN1N,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Richard May Address: 3970 N Bayview Rd city,Southold St: NY zip: 11971 Building Permit#: 50060 Section: 79 Block: 2 Lot: 3.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool House X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4 4'LED Exit Fixtures. H Sump Pump Other Equipment: g Circuit Sub Panel /6 Used Notes: Pool HOUse Inspector Signature: Date: June 20, 2024 . S.Devlin-Cert Electrical Compliance Form pF SOUIyOIo C 70 t V , * . TOWN OF SOUTHOLD BUILDING DEPT. / 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] -PRE C/O [ ]. RENTAL REMARKS: cr IvAt t d o lei . fee e,-� f DATE Z 'Z. INSPECTOR SOUTy�� 0 Ct l 10 /v e a �D��V✓ # # TOWN OF SOUTHOLD BUILDING DEPT.' coum��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ RESAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O : [ ] RENTAL REMARKS: 00 S-i OIL— DATE INSPECTOR ti . 1 OF so(/Th°� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm, 631-765-1802 ��(,o- INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL�� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION IE C/ [ ] RENTAL REMARKS: - 611............I r, ,... DATE INSPECTOR 'IELD INSPECTION REPORT DATE COMMENTS l G i-� FOUNDATION (1ST) - -- - O --------------------------------- FOUNDATION (2ND) -4� O J d H ROUGH FRAMING& -J PLUMBING - c 1 INSULATION PER N.Y. H STATE ENERGY CODE bt FINAL ADDITIONAL COMMENTS 0 (�0� g i a z3 --Z aVedn, 6 _ A b H N o z x E� y x d -o H rflL ' 1`y BUI�D NG DEPARTMENT-Electrical Inspector MAR 2 5 2024 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 1 ?l T Southoid!New York 11971-0959 (631) 765-1802 - FAX (631)765-9502 rogerra-southoldtownny.gov- seand( southoidtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3 2-s 1 LLy Company Name: P G�"� JVC . Electrician's Name: ge & License No.: MC: -'3 yp°f/ Elea email: /t7vAi eas .1 t,liO4.CoAn Elec. Phone No: 31- &9.—ft request&n email copy of Certificate of Compliance Elec.Address.: JOB SITE INFORMATION (All Information Required) Name: M A Address: - SoLq -ot a Cross Street: Phone No.: 09 u 0 Bldg.Permit#: S coo (,.,o email: !l Vet .cd Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FO Please Print Clearly): Pay i�vtse 410-0 Square Footage: Circle All That Apply: Is job ready for inspection?: YES NO it Rough In Final Do you need a Temp Certificate?: YES FNO Issued On Temp Information: (All information required) Service Size71 Ph❑3 Ph Size: A #Meters Old Meter# ❑New service[]Fire Reconnectr7Flood Reconnect[]service Reconnect[]Underground❑overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION iaz 3 J r t'd• `:.ems!�:.��,; �; �� f j`, 1 `� BUILDING DEPARTMENT-Electrical Inspector ._' . MAR 2 5 2024 •.�_� TOWN OF SOUTHOLD Town Hall Annek- 54375 Main Road - PO Box 1179 Southol", ew York 11971-0959 Alihone(631) 765-1802 - FAX(631)765-9502 rocerrD-southoldtownny cov- seandOlsoutholdtoWnrly.gov APPLICATION. FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: R r az Electrician's Name: f License No.: Me --3 Vol I Elec. emall: a &r7vm eaS yA11oo. o'" Elec. Phone No: 31- &9.-11,1 VC request-An email copy of Certificate of Compliance Elec.Address.: JOB SITE INFORMATION (Am Information Required) Name: m A Address: V u -So w7' -0i:0 Cross Street: Phone No.: 6_7(- 09 u a BIdg.Permit#: 50o(,0 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FO0 Please Print Clearly): �� % rev �4vvS� 4 fvZ� Square Footage: Circle All That Apply: Is job ready for inspection?: YES O NO Rough In Final Do you need a Temp Certificate?: O YES FNO Issued On Temp Information: (All information required) Service Size01 Ph 03 Ph Size: A # Meters Old Meter# ❑New service[]Fire ReconnectOFlood Reconnect OService Reconnect OUndergroundOOverhead #Underground Laterals 1 M2 H Frame Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION Paz 1 4iui 3I��� 'ERMIT t4 Address- Witches I liJtiei$ iFI's 1 I urface conces C Lts ins I Fridge HW xhaust Oven WAD D -nokes W Mini 3rbon Micro Generator �mbo Cooktop Transfer AH Hood Service Amps Have Usec )ecial �O )n,ments —_-- I TOWN OF SOUTHOLD—BUILDING DEPARTMENT k x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT E " EWE /—� For Office Use Only PERMIT NO. 5=2 Building Inspector: 0CT 3 1 2023 Applications and-forms must be-filled ou#-in their,entirety.Incomplete a4�►peY's Oe applications,will-not•be,accepted. Where the Applicant is not the owner,an. Owner's Authorisation form(Page 2)shah'be completed'. To.�hJra Cie:aCSE€Tf�GiCI Date:10/02/2023 OWNERS)_O F`PROPERTY: . Name:Kathryn May FSCTM# 1000-79.-2-3.3 Project Address:3970 North Bayview Road, Southold Phone#:609-617-2754 Email:jeffmay57@aol.com Mailing Address: ,.CONTACT PERSON: Name:Jennifer DelVaglio Mailing Address:PO Box 369 Peconic NY 11958 Phone#:631-734-7600 Email:CJ@ eastendpoolking.com DESIGN.PROFESSIONAL INFORMATION:, Name: Mailing Address: Phone#: Email: CONTRACTOR'[N FORMATI ON: Name:Jennifer DelVaglio East ENd Pool King Mailing Address:PO Box 369 Peconic NY 11958 Phone#:631-734-7600 TEmail:cj@eastendpoolkin.g.com DESCRIPTION OF PROPOSED CONSTRUCTION BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimatel Cost of Project: ❑Othei PO Pn e-c� 'i $80,000 1 t30 e Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ®Yes ❑No �. 1 PROPERTY INFORMATION a Existing use of property: !� Intended use of property: (� Zone or use district in which pre ses is situated: J Are there any c venants and restri ons with respect to this property? Ye No IF YES,PROVIDE A COPY. ❑ r1--h--cli,So- -fte"Re - ' 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 buildinglsl for necessary inspections.False statements made herein are punishable as a Gass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By print a � BAuthorized Agent ❑Owner Signature of Applicant: Date: I� / (/?3 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No. 01 BU6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14,2CYd� 11�1 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)a named, (S)he is the Contractor/Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner'set forth in the application file therewith. Sworn before me this 16h— day of [\�D VE'-M� ,20�� O Notary Public (Where the applicant is not the owner) residing at 3970 North Bayview Road Southold, NY 11971 I, Jennifer Del Vag lio CA)sr�D0t ��- do hereby authorize k-IAZG— to apply on my behalf to the Town of Southold Building Department for approval as described herein. T Owner'q9nature Date Print Owner's Name 2 7987 #EILE.9a , 9973 q s. FJLEQO CT 161985 -- a FILED \69� �°� �\ e•�� 1 "a� r � �;>,;� � fi� � .>P 1p r c wsww ,7 R LO ,'O ' � <w mna¢mnlmu � • d,V iB I� � � B a,bN vl uWallLUlnY mrMtMxlm�rum��'�'� ,w,.m, �6 0 071995 TTPVAL PIN 0.d y' �• �aAV A Pd.vY[*Owlb W. H f • � fnb.tll m �N�7" —7 •a'°`yPwS • °4evn'y / " `,t°m,l°.•m m`rm� dne w°� P---. -Y ' AtviweNxW! ' g1C<BE°ISfOSGL 519TFL — � SUBDIVISION MAP PREPAREDFOR JAMES W. DAWSON w uu�cnman. AT BAYMEW e g°. w�u Pmm+m acrla.ma pyp�PP b �m�� «IP..+.•o..u„= TOWN OF SOUTHOLD •"�'mB�T� SUFFOLK COUNTY,NEW YORK � 01�dm x..w�m`1 ; nu wPloEmmWndl aslsa®sP vuz awmoln°,ff -.J� �zp i v,- :.IP,m...l.�.w�,w.�:mm°In�o�<,e., f ,,., t,I RFAL P/P//OJPFNIP TAL P[ANR.KE°W. WFurtme nuo •�^ °F ,l¢=12 I u°�,Dle wR ee Ntapbmmwvll o�ii ixe m Ivol I• e �aCt,] IiW •b ' mPlpq�i�vui �ym,pM1�• . 1 f.tlD'' mmw�mm°arr.Prvuu u4�lnlxw �aMM�[<G6 L4uctl�eW I ' I I P ry� D T LD S Y O1 � � Southold, N.Y. 11971 (516) 765-1938 June 11, 1985 Mr. Richard Cron Attorney at Law Main Road Cutchogue, NY 11935 Re: James W. Dawson Dear Mr. Cron: The following action was taken by the Southold Town Planning Board, Monday, June 10, 1985. RESOLVED that whereas, a formal application for the approval of a subdivision plat entitled "James W. Dawson" located at Southold was submitted to the Planning Board on March 23, 1984 and, filing fee was paid on March 29, 1984, and WHEREAS, a public hearing was held on said subdivision application and plat at the Town Hall, Southold, New York, on May 20, 1985,. at 7:30 p.m. ; and WHEREAS, the requirements of the Subdivision Regulations of the Town of Southold have been met by said subdivision plat and application, NOW, therefore, be it RESOLVED that the application of "James W. Dawson" for approval of said subdivision plat prepared by Howard Yound and last revision dated February 19, 1985,be approved and the chairman be authorized to endorse approval on said subdivision -plat subject to the following conditions within six (6) months from the date of this resolution: I. Receipt of four surveys indicating a 10' easement from Lot No. 4 to the open space. 2. Filing of the covenants and restricitions, dated April .24, 1985, regarding the Homeowners Association, with the County Clerk. miry=' I JAMES W. DAWSON CLUSTER SUBDIVISION DECLARATION 'OF 'COVENANTS AND RESTRICTIONS LAW OFFICES CRON AND CRON MAIN ROAO P.O.Box 953 CUTCHOGUE, NY 11935 (516)734-5100 I Liter � gS7' G 0 -7 DECLARATION OF COVENANTS AND RESTRICTIONS FOR JAMES W. DAWSON CLUSTER SUBDIVISION This Declaration, made the /y day of ( , 1985, by JAMES W. DAWSON, residing at 9 Stone Ledge Road, Upper Saddle River, New Jersey 07458, W I T N E S S E T H DIST. WHEREAS, JAMES W. DAWSON, as the owner in fee simple 1000 of certain premise's in the Town of Southold, County of Suffolk SEC. and State of New York, known and designated on a certain map 079 BLK. entitled, "James W_ Dawson at Bayview" , dated September 4 , 1984 , 02 last amended June 15, 1985, as prepared by Young & Young, L.S. , a LOT subdivision situate at East Marion, Town" of Southold, County of 003 Suffolk and State of New York, which subdivision will appear in Lot 003, District 1000, on Section 079, Block 02 /of the Suffolk County Tax Map; and WHEREAS, said JAMES W. DAWSON is improving the afore- described premises as. a planned residential community and contem- plates that lots in said residential community are to be conveyed to individual purchasers; and WHEREAS, JAMES W. DAWSON is desirous of placing certain restrictions upon said premises which shall be binding upon all Purchasers and mortgagees of individual lots, their heirs, execu- tors, administrators and, assigns, or other successors in interest; i r� i t eCc C.un L NOW, THEREFORE, JAMES W. DAWSON declares that the aforesaid land is held and shall be conveyed subject to the following covenants and restrictions, which shall run with the land: (1) No building other than a one-family dwelling with garage (s) shall be erected on any one lot. Each dwelling must have a two-car attached garage, and that any garage must conform in exterior architectural design with the dwelling. (2) A one-story dwelling erected shall have a _ first floor area of not less than 1500 square feet and a two- . , story dwelling shall have a first floor area of not less than 1200 square feet, not including porches or garages. (3) Every garage must have •a driveway. The drive-- way must have a stone, concrete or asphalt surface. (4) The premises shall not be used for the manufac- ture or sale of merchandise or goods of any kind, for any trade or business whatsoever, or for the display of any advertising or commercial signs. (5) No fowl, poultry, animals or livestock shall be kept on the premises other than two domestic pets which shall be confined exclusively to the owner's property. (6) No mobile type homes, modular homes, unlicensed motor vehicles and trailers shall be allowed on any lot regard- less of their size with the exception of boat trailers which must be kept in the rear of the premises. 2 _ (7) Clotheslines shall be restricted to the rear yard. (8) Flat roof construction shall not be used on any buildings, and all buildings must be completed within one year from commencement of construction. (9) The covenants and restrictions herein imposed, as they apply solely to items numbered (1) through (8) inclusive, may be modified, amended, or revoked at any time by the Declarant, his successors or assigns. (10) These covenants and restrictions, as they apply solely to items numbered (1) through (8) inclusive, shall run with the land hereby conveyed and shall bind and inure to the benefit of the said parties hereto, their heirs, administrators and assigns until January 1, 1998, and said covenants and restrictions may be enforced by action for damages or injunctions, or both, until the 1st day of January, 1998 . (11) JAMES W. DAWSON has set aside, as indicated on the subdivision- map, an area consisting' of 7 . 459 acres as "open space" for the use of the owners of lots and their guests 'and invitees. Said common land shall be limited to "open space uses" . (12) All owners of lots are hereby granted the right to use, in common with others, at their own risk, the "open space" area. (13) Each lot owner shall be responsible for one- seventh (1/7) of the real estate taxes attributable to the "open space" area. All decisions as to the upkeep and main- tenance of the "open space" area shall be in the exclusive 3 - discretion of JAMES W. DAWSON, or his successors in interest, or an association of property owners as hereinafter provided. (14) While JAMES W. DAWSON holds title to the "open space" area, he will pay the taxes and expenses mentioned in paragraph (13) above, and will submit bills to the individual lot owners for their respective contributions. Such bills will be paid in full to JAMES W. DAWSON by the then present lot owners within fifteen (15) days after said bills have been mailed. In the event that said bill is not paid when due, the same shall become and remain a lien upon the premises of said owner (s) until paid, and JAMES W. DAWSON, ' his successors or assigns, shall have the right to collect same and to enforce the lien thereof by any means authorized by law. (15) After a majority of the lots have been con- veyed by JAMES W. DAWSON, said JAMES W. DAWSON, at his cost and expense, shall form, organize and transfer title to the "open space" area to an incorporated non-profit property owners' organization, to be known as the NORTH BAYVIEW ROAD PROPERTY OWNERS' ASSOCIATION, INC. (16) After conveyance is made to the Property Owners' Association pursuant to paragraph (15) above, then: (a) All costs and expenses associated with the "open space" area shall thereafter be borne entirely by the Property Owners ' Association; the by-laws of said Association, and any amendments thereto, shall be subject to approval by the Town Board of the Town of Southold. - 4 - (b) The owners of all lots purchased from JAMES W. DAWSON shall be members of the Property Owners ' Association; (c) Each member of the Property Owners' Asso- ciation shall .be liable, on a per lot basis, for a share of the cost and expenses of .the Property Owners' Association; (d) Each member agrees to comply with the regu- lations for the use of the "open space" area enacted by the Property Owners' Association. A majority vote shall be re- quired for the enactment of each such regulation; (e) Title to the "open space" area shall be held in perpetuity by the Property Owners ' Association. (f) The owner (s) of each lot shall have one vote for each lot owned, whether improved or unimproved. (g) The area designated "open space" shall remain as such in perpetuity. IN WITNESS WHEREOF, the foregoing Declaration has been executed by JAMES W. DAWSON, on the day and year first above written. STATE OF NEW YORK ) ✓ JAMES W. DAWSON SS. : COUNTY OF SUFFOLK } On this �� day of L�.-. �.Z• _.' 1985, before me personally came JAMES W. DAWSON, to me known and known to me to be the person described in and who executed the foregoing Declaration of Covenants and Restrictions, and he duly acknow- ledged to me that he executed the same. EDNA 9, ROUSTON NOTARY PUBLIC, Stets of New YOA Na 52469M75 ;',`�- -•K /.. % / .. Quellffe4 In Suffolt CoMft $0MMISM02 boa Mard 30. 1B ;� Notary Public - 5 - STATE OF NEW YORK ) SS. : COUNTY OF SUFFOLK ) I, the undersigned, am an attorney admitted to practice in the courts of New York State, and certify that the within Declara- tion of Covenants and Restrictions for James W. Dawson Cluster Sub- division has been compared by me with the original and found to be a true and complete copy thereof. R CHA J RON Sworn to before me this day of August, 1985. EDNA M. HOUSTON NOTARY PUBLIC, SUt*of New 10* No. 624634478 Qualified in Suffolk County Q/ Nemmisstoo EXPIM Mach SO, 1 !� SYMBOL LEGEND N j 0 MONUMENT FND - "'ORT/Y �A 1 T 0 I.P. /I.B. FND l lY V T�, ® I.P. /I.B. SET / l W ROAD xY� SPOT ELEVATIONS _ 1 50' WIDE,) CO-) UTILITY POLE GUY WIRE UTILITY POLE W/UGHT LIGHT POLE SIGN �0 \ FIRE HYDRANT �•6 �9 ��g6 � PVC FENCE(PVC) ter- STOCKADE FENCE(STK) ¢IV —X CHAIN LINK FENCE (CLF) "— WIRE FENCE © MANHOLE EM "A"-INLET p� FM LOT 4 M "B"-INLET 4 TAX LOT 3.4 M YARD INLET ' 0 YARD INLET S'68056'10"E 222.60' P1 A/C UNIT �. OE ELECTRIC METER O FND GAS METER _ �!!O PIPE 3-H rr o O q ❑W WATER METER 3* � G GAS VALVE •/ // :�'!' nY x` {{ ko INV WATER VALVE FM LOT 5 "RE N' FI 0 TEST HOLE TAX LOT 3.5 a� S' W [Y L+ TREE �� / f 78.7' I `I SHRUB � T / / 12.1' ` '' 3, t ` I USi . BOLLARD WETLANDFLAG 1�/ o o: 1 FRAMEY (- . P ' (RESIDENCE ' D.C. DEPRESSED CURB 970 I FE. FENCES, ' II MAS. MASONRY FM LOT 3 11 g' 1 ` m I w PLAT. PLATFORM �� / ! m TAX LOT 3.3 I 11s.1s 1 I W.W. WINDOW WELL h AQ1 B/W BAY WINDOW / \ ' """AAhQ� ' C/E CELLAR ENTRANCE po / \\ �Op' i Y� 158. I M Iw I 6 �R/O0/H OVERHANG \ jFNI) ROOF OVER N 1 <'� • GATECANT. CANTILEVER •` 23. �, WPIPE HF 9 wo I ------------------- - I ASPHALT DRIVEWAY � I OPEN SPACE M M� ' �N I "' ____ ----------� I TAX LOT 3.10 - n WRF ° �-1 J��s/ +\coSHED iD _6'STOCKADE FEN. tf4.99 ' I O 2 » T WRF STK STK SHD i N68056 10 W �, � t4.4'? FEN FEN +4.D'� 319.79' i Ij LOT AREA �N� te.st t6.5'f 1 1 '`I 41,133E S.F. I lcb":g� FM LOT�2 I i 0.94f AC. GRAPHIC SCALE 40 TAX LOT 3.2 GUARANTEED TO: IN FEET RICHARD J. MAY KATHRYN B. MAY FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC 1 inch = 40 ft. q�GO�N B Yp /� CALICE1000S—F0F7O9LK0OT 02.00 P0030.003 SURVEY OFT PROPERTY MAP OF °cn JOB No.520-3048 JAMES W. DAWSON FILE DATE: 10/16/1985 MAP NO. 7987 A jr 'Y I a n d surveying DATE SURVEYED: 12/31/2020 ' SITUATE pgg6 m slandsurveycom SOUTHOLD AN COUNTY, NEW YORK `AAlCO) .+� (1)UNAUTNOR2EI)ALTERATION OR ADDITION TO TARS SURVEY MAP BEARING A IUMDISED LAM SURVEYOR'S SEAT.IS A VIOLATION OF SECTION 72OB.SUB-DM9ON 2.OF NEVI YORN STATE EDUCATION LAW.(2)ONLY DOUt9/RY SURVEY NIPS WITH THE SURyE)OR'S EMBOSSED SEAL ARE GENUDIE TRUE AND CORRECT COPIES OF 711E SURVEYORS ORIGINAL WORK AND OPINION.(�CEARFlGl1OUS ON 7NS SOUNWRY SURVEY 4V SIGNIFY TINT THE LLW WAS PREPARED IN ACCORDANCE WITH THE CURRENT'E%ISIINO CODE OF PRACTICE FOR NANO SURVEYS ADOPTED BY THE NEW YTNC(SINE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION S LIYIIFD TO PERSONS FOR WHOM THE BOUNDARY SURVEY NAP IS PREPARED,N TINE 1111E COYPARY.TO THE GOVERAO,ETWA1 AGENCY.AF0)TO WE TENDING INSTITUTION LISTED ON TINS BOUNDARY SURVEY 11AP.(4)THE CER@1CF OWNS HEREIN ARE NOT TRANSFERABLE.(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST'BE fSI11UTED. IF ANY UNDERGROUND GWRWFYFNIS OR ENCROAC/WENIS FIST OR ARE SHOWN.THE WPROVFMENTS OR ENCROACHMENTS ARE NOT COVETED BY THIS SURVEY.(8)THE OFFSET(OR DWEn;VONS)SHOWN 1O73ON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEAFFORE ARE NOT INTENDED TO GUIDE DE ERECTION OF FENCES.RETAINING WALLS.FOOLS.PATIOS PLANTING AREAS.ADDITIONS TO BUILDINGS.AND ANY OVER TYPE OF COTSIRICTIDN.(7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PART'OF TORS SURVEY.(8)THIS SURVEY WAS PERFORMED WIN A SPECIRA FOCUS 30 ROBOTIC TOTAL STATION.(B)THE EDOSTE7NCE OF RCHIS OF WAY NG., FASENENIS OF RECORD IF ANY.NOf SHOWN ARE NOT GUARANTEED(10)SURVEY IS SUBJECT TO ANY STATE OF FACTS WHICH AN UP-TO-OVE 7WIE DMNATION MAY DISMOSE DATE(MM/DD/YYYY) ,4CC>R�® CERTIFICATE OF LIABILITY INSURANCE 11/zarzo22 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(les)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 Barbara Dammers NAME: Roy H Reeve Agency,Inc. HNo (631)298-4700 -3850 r FAX, ) PO Box 54 E-MAIL bdammers@royreeve.com ADDRESS: 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC q Mattituck NY 11952 INSURERA: Transportation Insurance Company 20494 INSURED INSURER B: Continental Insurance Company 35289 Eastern End Pools LLC,DBA:East End Pool King INSURER C: Continental Casualty Insurance Company 20443 PO BOX 369 INSURER D: INSURER E: Peconic NY 11958 INSURERF: ' COVERAGES CERTIFICATE NUMBER: CL22112818102 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 AIJUL 5UtJK POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MMIDD LIMITS X COMMERCIALGENERALLIABILITY EACH OCCURRENCE $ 1,000,000 — DAMAGEO 100,000 CLAIMS-MADE X OCCUR PREMISES Ea occurrence $ X Contractual Liability MED EXP(Any one person) $ 15,000 A Y Y 6080837145 11/15/2022 11/15/2023 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY ❑JECT PRO 2,000,000 LOC PRODUCTS-COMP/OPAGG $ OTHER: S AUTOMOBILE LIABILITYCEa acOMBcidentINED SINGLE LIMIT $ 1,000,000 ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED 6080837159 11/15/2022 11/15/2023 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH. AND EMPLOYERS'LIABILITY v/N STATUTE ER 1,000,000 C ANY PROPRIMBREXCL EXCLUDED? CUTIVE N/A 6080837162 11/15/2022 11/15/2023 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) Certificate holder is included as additional insured under General Liability as per the terms and conditions of form#CNA75079XX-Blanket Additional Insured with Products-Completed Operations Coverage Endorsement, Form CNA74705NY-Contractors GL Extension Endorsement,NY includes waiver of subrogation&primary&non-contributory coverages as required by written contract or agreement. Additional insured under the business auto is Included under Form#CNA63359XX-Auto Contractors Extended Coverage Endorsement-Business Auto Plus. RE:COASTAL CONTRACTOTS LICENSE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 AUTHORIZED REPRESENTATIVE 96104��Oa Southold NY 11971 , ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 26(2016/03) The ACORD name and logo are registered marks of ACORD APPROVED AS NOTED oA • I -2 -1 B.P r 500&D Alt exterior lighting FEe 8 L . ()0 By; ln"ed,replaced or NOTIFY BUILDING DEPARTMENT AT repaired fall conform 631-765-1802 8AM TO 4PM FOR THE t0 Chapter 172 FOLLOWING INSPECTIONS: of the Town Code FOUNDATION-TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING$PLUMBING INSULATION FINAL-CONSTRUCTION MUST OCCUPANCY OR BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE USE IS U N LAWLFU L REQUIREMENTS'OF THE CODES OF NEW WITHOUT CERTIFICATE YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS OF OCCUPANCY COMPLY WITH At-CODE CODES Of NEW YORK STATE&TD ELECTRICAL REQUIRE AND CONDITIONS OF INSPECTION REQUIRED mum_T_ -- som SCHD RIDGE CONNECTION REQUIREMENTS ROOF SHEATHING ATTACHMENT NAILING SCHEDULE STRAPPING DIAGRAM - POOL CABANA TABLE 3.6 FROM THE WFCM 2018 EDITION TABLE 3.10 FROM THE WFCM 2018 EDITION TABLE 3.1 FROM THE WFCM 2018 EDITION C H A R L E S Table 3.6 Ridge Connection Requirements for Wind Exposure 6 Table 3.10 Root Sheathing Attachment Requirements for Wind Exposure B Table 3.1 Nailing Schedule A N G 0 IN A Nnm6er at rlr�,ol,L 4,cot DL=10 psi Loads ------- wu1"raer of A R C H I T E C T joint Ceir,1patio 140 IS. ulp f It nd SpeedImphl 1 "i 1.. -1 RC,0F FRAMING 115 WASHINGTON DRIVE SIRUCrUFAL SREATHIN13 Rafw lialrop Plate jltoe,"OW Iee IdUa,3 4 Al 11-T,,Ll-3AA; talie,I� '190yVi(I vv Rooffratli Required Capacity of Fudg�Corri-evon fA"a" C;=to:s1:0 Too late(Teil 1 ft T bi-1.4 ad It-T`Zidt,]LAAl oer J'w MASTIC BEACH NY 11951 fit) 177 C: og to if 0 Pj,.P of R.to,(fac.1 Teal j&IN,labile 19AI jIi—TM-1,3.9AI lra,nWip 13" Raft.rfl..ss d ,I 11 /, W I", I C&RIng 104m up pats Pietilpont is Able 1941 4,ee T)PI,19AI t"',1.1, PH.631.987.2633 pp 16 J01 "I III IS, 22b 2711 12" Ipj aft5,1� FI_IR Raft.1T,­ 16AAO—ion rid Coe-orlitiarRor 10d P49 Na,h cr,C�l' ColfalT.to PAT,,, Ta0e 3 fit t,­TAI-k,IS) CHARLES.ANGONA27@ K 0 GMAIL.COM 171, 127 292 31:1 4W 4,3 545 661 &PItific S"1 R J-1 Blacking 1.Rsitte,(Toe,rui,),4) 2-8d :4KI,W-1 1:12 24 Isl I �72 339 410 7 968 first Mi a Or-Board to RaftitriErid-mailtoCi 2- �E4 &I za ISO 217 246 3.9 325 479 5rB "3 Ac if I,3 925 6 2 12 6 11 6 12 o 12 t, I.' b 12 INALLFRAMING 0.4 Is 12 12 6 U 0 L" 6 1" 1 I I'll, Me a,3 107 6 12 20 1 21t. .1ni 452 sl 192 1 1" 22 b 11 6 IY 6 it o 11 . 1. 6 1 1, 11 b T.Ellir4tet TavP.tt(F­khertI 2-le"I, K h.) I rap L, i- 36 2 l 3 3tri A,9 sow h16 710 vs: i 1:110 44_ 6 1� 6 1 6 12 6 12 1, 11 6 2 11 6 L 6 1 P: lotlAtel,sa­­tF.'e,rtafled) I'a J­rl' le=lIlre 77 IL3 13,, 16� I".j Lit 2CO 32 I.t­to- — 12 12 1, 1�� tr I j 12 b b 12 b 12 h 1. It 12 b 11 6 1 2-16d 1,151i 24, I- 181", 2i. 2l,S :11111i isi 42A 16 1`1 6 6 1 1, 6 �z 6 12 1, 12 t, 11 6 12 me.d"t tome.dier(Fatthipra"l fill I b'd If"— Is 9) 102 1 ZI ITS 1 0,42 1 1 ROOF RAFTERS TO RIDGE: PROVIDE SIMPSON CS20 20 TIT l2r 23.1 .180 33 1 385 "1 536 91 6 6 lz b 11 6 z 6 6 12 6 12 6 1# 6 11 2 Tap lar froliva.Plate to Stall(Cral'"Ill,d) 1­7.1 a,1.541 1­T,ibir,3',A 1 1,11 VIA 4:12 24 It ISO, 1;6 22'r 27�r 336 197 46 S12 644 24 1�- 6 2 1 6 t, I_',6 12' 6 1.' 6 1, 6 11 6 6 6 AT EACH RAFTER WITH 18- 8D NAILS PER STRAP 7 29 1131 179 206 163 321, 39.1 4" 540 tiltl 12 i 1. I, b it 12 b 7� b 1" 11 action,falme I.Fla..Fer't.Banidjrarit>f.djam a-ted" ows,loOl 3970 IN Bayview Rd, IT, b Id t, 12 6 1., 6 IZ b 1-11 6 6 6 b 1 6 IS t, 6 Southold,NY 11971 12 111 235 3431 172 4,18 530 617 705 8>7 0.49 12 24 b I I ir A 's. Iq no 2-A IR 419 SO4 691 1 1,17 964 .2 6 2 11 I, b 6 1, 4 4 ITPCICIR FRAMING D ARC 16 6 6 4 4 4 4 4 Al or! bg Be IxI TO IS, 11,12 0 1 Pe mite Edge zertle 12 6 1., 6 1 rl it 6 i uIA to S�I,Top Plaiv a Girder Tae­led 4-ad 4-D, , I , 0 1 1 1 " I I : 1. "1 1 " I-10el 4 2 21, 111 1-ad NAL N 16 0 Isp 9�` fill I le. 2c, 1 .1 6 1-1 6 12 1, 1, o T' b h . 6 6 4 ci) DONALD all a, li�l it, 147 IS? 221) 264) OCT 149 421 6 E z . . , b 1, 6 b 6 t, 4 4 4 4 a 4 A 3 81-1,,eti;to Ith.4"—­p1,,dl ej.1 Olrd SA2 24 1dr Illy TER 177 219 264 311 i" 419 S06 1, b b 1, 6 h 4 4 4 0. A 4 4 4 1 1 1 slo,ldnf;to Sill w Top PUN,(T­,arld) �tojklclr _0 A 7 �I`23 _161 4�1 -1, U4.Strip to III,—{face-Rated) 3 ju,sl 206 2S9 'ills 3FA 4:14 AM, YkI clable 1.d..8 flake 6 6 1 6 1, 4 Jotit bt Le,%�to llt�frote,fialWell 4-TOO 3-tw KLL1 7 Petra I.,t:o JoM PE,,d­lell) 3-166 4.16d 1­1 send�t 36 1 17tr 207 dbs 119 396 4,9 62 158 Pak.0-mr,afti; f, o 6 2.1 aO� 0.I"Ot I I suit.I— ,tt, P 171, I IFA 216 292 IS, tiE 48 S 557 671 12 41 S, 61 it I 9Y 114 141 I lay, 227 16 6, 74 as !?)a 111 1119 IAA 2 M 2"1 102 OOARD SHILATHINits ROOF SHEATHING 41 Ica 3 201 20 IN 91, lIx lis 166 194 211; 273 311 379 5Fe.IhrogS,,. M­_N.Pill" Fad Corrilinito Naffs Per 5.pw,t INdgw.,I board stv,al"Im fiA2 24 91. Ill 07 1412 191, 2JLq 282 B21 S76 151 So. DOUBLE 2x6 TOP PLATE 11 1.,- 14,13 lag .13-1 279 j;iq 18� 431 W11; Valli,.1­1er -ioIl jr,app'l 23 "a 5h..tKns ell th..g .-:94,22 -1 2a 12 ult; I.,j 215 26S 319 17� 43, SW 60S 2-&j 039719 ilia.Larger sh— CE41ING SWATMIN % I 11 166 00 _Ll PM j, 423 a9i S41 .5lo IS PROPOSED POOL CABANA Iz 4 ;11 151 1P., 211F. 1YF at flyia­W1'1td.d I-iogi,110"held OF N-v-- H 19� J�Q ilA IV) jl�! Iii N 11' 1 16 0. 73 92 in� LOS 149 Or, �04 211 2AI WALI SKATI11hr 20 31 112 R,j I lile 1 4 Iee�.F eog,.1 th"o", �g 4 1— each o,ts.1 lh� the 4 foot p­lrtnlil�l edge St t-bal,ar F*,,,b..d P-0,14 91 110 123 153 ISS, 214 2'.3 1105 3Q 42, 1 roof ROOF RAFTERS TO TOP PLATE: PROVIDE SIMPSON al za I IJ9 144 179 �Iyi Al:7 3% 403 491 Shan Le'1­1 Ilea 8.1, rilol.Roltf 3-,OfLe.`6-i*t I FOR THE MAY FAMILY 34! 11&1 1,1? 1�4 .)4 250 291) 1 S I a(,) act. 5)n2 ,Ind P­J,0,raw than I n!,;h,wc,s",g Is...;.­,tt.1­.IT tri'Velt Ih-r Fad to I IcIt's letAl to l.G*.I-112'�_,:q,?/*.t*Ua:!) H2A AT EACH STUD AND RAFTER WITH 12-8D NAILS lor , I I," IIS �1211 211 336 it's 4Sy 52r, flil 11g,gal. pawryk.,;,­I 3"edg�f W fly!I U PER STRAP. I Tat—A, I.,-,i­' tr.alt -P"lon:'d I.- I,,o tAl�.,�r,,�".,g,,C:I.L,I,c:�,tn+ni,�z�,etrlb.,I,l�,,g co'ne" a/a0 50 cor'le'l, 'A 7"e_lj�/To-t.,­1 1 ­ti,l lerju—tornt-11 b­d co 1,,Ial pP, tr�­—f­­tly dead lead.16 p,.F 106 x 10 P0-6 3 Tier-arid c--!I­ lt,tsacl or,a 12!arch nifee to,d(tieleM ndg..C.11"Irl-'Parror h,pl, RAFTER/CEILING JOIST HEEL JOINT CONNECTION 3970 NORTH BAYV I EW ROAD 0,t, Itte—P.D'ute 111"Ripliat Lela. Partitfbonad P-1, ad 8.5 < librig,Corril I to IVI 1 24 1 48 TABLE 3.9A FROM THE WFCM 2018 EDITION 04gerral board Shea Thing in I NTplt,anier00� ',i,i �61,t 1 200 1 401 Per�Ujipurl HEADERS VARY SEE a,-[ tr,twice the,act ra-ler I�gth.The 1-1,ra-!er length krtcl,de.�ifie­T­q VITO 3i ICU per wpool, 4 1 1 FRAMING PLAN TOWN OF SOUTHOLD FLOOR SHEA1110ir V) ON 2x6 WALL Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements W_. Fr.,,,tt, STUDS @16"o.c. 1,ot kit Ig lz I�*1.,10 jv*.t.tha.I- tIr4d SU FFOLK COUNTY TAX MAP # 1000 79 02 03.3 Roof LL.e to" G,—nd S—Lead B.Afd Stle.lhing lo -104 ­wirplf X WALL SHEATHING ATTACHEMENT if 3-Rd PROVIDE CS 20 AT AT ALL 30 psi Sort 79 P'l Root Span ittj TABLE 3.11 FROM THE WFCM 2018 EDITION It 12 1 24 1 36 �1224 1 36 1 12 1 24 1 36 1 12 1 zd 36 EXTERIOR OPENING,JACK b�a,­1 "lle.311 11-imhlop ttaffir,gis'ed.'a —n. to Rafter Slope so 8"'te, Required liturnborof l6d CoMmon or 401 Box Nall;per Meet Joint Connection"-- Ahe all col-04"s lllrll be STUD TO HEADER TO TOP Sparing I—) To p",eMM,1:1),ha.'a pal 12 a N 1 3 6 1 12 1 PLATE vt,hel, all log is co�,IIpre�Q'it, C'e,a,lt�I&pt.t'd"."Lo,ol 1.4,in,A ll�le,sill I�j I',b, ert­j to 1-*W PAT PROVIDE (3)CORNER HOLD-DOWNS AS PER FRAMING 6 12 17 R is 73 't "t" ....... Requirements for Wind Loads 19-2 B 21 rj "I Z7 21 34 P 8 24 TO 1125 16 112, S91 11,71 1.7 LAN: PH D5 WITH THREADED ROD AND COUPLER CNW to 4 8 TO Exposure B 3A2 5m 12 3 4 6 3 5 7 4 7 10 5 9 13 TO g ANCHOR BOLT AT MASONRY FOUNDATION WALL: isn I", [ TIED I I!)S 16 3 5 8 3 6 9 5 9 13 6 12 17 TABLE OF ZONING REQUIREMENT I. III a- fact I",] 412 192 3 11 4 7 11 16 7 PHD5 SHALL BE ATTACHED To 3" DOUBLE STUD MINIMUM. STRUCIL)FIA1.51HEATWNG 11 11 RAFTER/ CEILING JOIST CONNECTION ZONE: AC TO I F 24 4 �5 11 5 9 13 7 11 11 1 17 11 12 .4 a 5 3 4 fi I r, E 4 7 11 16 il 4 6 3 s 7 4 7 11 5 9 14 TABLE 3.4A FROM THE WFCM 2018 EDITION LOT SIZE= 41,133 SQ.FT. (.94 ACRE) 5:12 b 22 t, I I t, 1 12 19�2 3 S 7 3 6 It S 1) 13 6 11 17 VIDE SIMPSON CS20 (1)AT EACH STUD WITH 18- f, Z4 1 6 9 A 7 it 6 11 11 7 14 -11 ------ 16 6 11 6 1, 1, P I 8D NAILS PER STRAP,WRAP STRAP UNDER SILL 24 1-, 6 1, 'b" 12 1 .1 4 3 1 4 1 4 6 3 5 8 Table 3.4A Rafter and,/or Ceiling Joist to Top Plate Lateral and Exposure B 7-- PLATES AND NAIL TO INNER FACE SETBACK REQUIRED 1 7 l I'. Shear Connection Requirements 7:12 16 3 3 1912 3 4 5 3 4 F, 3 6 1) 4 8 SIDE AND REAR 12 -1 3 a 3 1 1 5 3 4 6 12 o 12 b YARD-(ACCESSORY) 15 FEET loret.,top I I, " 11 6 it b� 3 F. 7 3 S 8 4 110ARDIHIL.AnirrIGes LAO SIDING 16 3 3 4 3 A 4 3 li 11 700-y,,W1Etcl Speed 110 115 220 1113 140 ISO ISO ISO 195 77� PROVIDE 2x6 A.C.Q.TREATED SILL PLATE TYP. fir..-etnmg Sue Trarlsor 10ditte,*Nath Per Suppo�t 4:12 19.2 3 3 3 7 3 6 9 3-socand gust mph MAXIMUM ACCESSORY HEIGHT 22 FEET R-ench-­,"p",I — 24 3 4 6 11 6— A 8 12 Wall t 8 X 10" HOOKED ANCHOR BOILTS @46"O.C.WITH 2 21 2 2 1 2 1 2 1 12 3 3 3 1 3 4 1 3 5 Spacing It.- Acquired in Eact,Railer wdlor Ceiling Joist to Top Plate Con­tIon" 12 2=1 I A 3 A fit I 12 12 16 3 3 3 1 3 1 1 s 3 a 1, 8 2 2- 2 3 3 3 3 A 2"x2"x4 PLATE STEEL WASHERS IN ADDITION TO 29.2 3 R I -3 3 4 1. 4 6 3 5 7 12 10 2 2 2 2 3 A 3 3 3 3 STANDARD NUTS AND WASHERS-TYPICAL the Ta-i 1.1d 24 3 i 4 3 3 . S , 3 , 5 , 7 3 6 , 9 9 2 2 2 3 3 3 3 3 3 3 1 1,106.-Iml connectlon,Alp nor trIll'-0 I,,.'Idg� s1rr-1O;tPv or,a�-at",iting..fl,heard""e,rldf;�kt,3,n des: to 16 I Fa;�A Shf Ith IT; Atm 4 feet at tie the,I fo,,-,dge a7ncl�lyt start I,-­d, resistit* ppld roads, REQUIRED Tab,itit.0 rs5al Sfor IV Shall�,C 3tt.:1,,td f. too f­­0 rrsaf,bln­1h Q 4.21 r�I U.V" I Wheo"Ite'r-ji.lc of 0" 6 PTI,A,,,!by­'t ltA�t......todl,l,In.loadult.,ing✓yall,the il-I P'M CONCRETE SLAB OVER COMPACTED 24 FILL WITH WWM 10 1 3 3 4 A Equ­l.crlt_rwll'ot­r"Jircafia,col."g tfw lt,ctd,ni;Joist lap spices I MAXIMUM SQUARE FOOTAGE 1,200 SF 4 Tab,,�.,Ivd,�Wel P,ot cMI-tl.o 11g-ern-ts dO The ­Ic"I ol,he 2 Whr- I.mt,rare in,f�lhclj ParAIIA to rAil,",thei—,of tbm trler"1, th—OW,.",I 1,;,St n,,h ?,at ­­d % 71b. t1d'wI J�nt C.—CCOM r"u le.1no-,ts or rftyf I—J,t,�localov,at me botclt,of Me atilt spate 3 To a—ld siplIM,,it, cI­,,tfi,n 2 tor,,j,h o,,lt ort To a i Allt,r.1 1011T t,A,k.1"m laswo0 to.20 TVs art,located-Ellf,•n the attar.space,no is il�st.wed,and K."I joint too DiAttl 01 1 t0tfladl to 00,'1 sl&AIFIVA taStPlled Ida 2lib Nip Plate, II yFaI'tae incneajed by ItIc 40k,w-riz brlow 4 CeAmil height/Top PI-Ij.i.tc.—Pilicie Whell,top ji'afe-f-riCtie lwillf,ur 0,,eyd 10%1hvV snort I.Adj-1.Ol a,tnk,­,_ POOL CABANA FOUNDATION !SYSTEM: li Adj.it--t Factors Wall"eight 8" REINFORCED POURED CONICRETE WALLS TO A justntimirt Factor I/z 2 371 Too Plate W R,Qe d Height(it) BE+4'-0"ABOVE TOP OF FOOTING, WITH#4 BAR ISO ITT -0"O.C.VERTICAL AND(1) 133 11 1 C' I 0,11i REINFORCEMENT AT 8' 2S 20, 1,40 130 • #5 BAR HORIZONTAL AT 12"DOWN FROM TOP OF lilt) WALL. FOOTINGS SHALL BE C:ONTINUOUS V-4" k­d 3/4 the t.P Plat,,to-,wl'idg,heicil,1, ,r�fteo H,is g'"tty than 2 Ivor and may o,r"Ilre ad,letlonal consicefation. WIDE X 8" HIGH WITH (3)#5 REINFORCEMENT vv ,Wl t -1 A1,11— zrice 3, ,s�,j RODS LOCATED 3" FROM BOTTOM OF FOOTINGS. ALL FOOTINGS TO BE ON VIRGIN SOIL. SCHEDULE OF DRAWINGS MATERIAL SYMBOLS SCHEDULE DRAWING SYMBOLS SCHEDULE GENERAL CONSTRUCTION NOTES - BARUH FAMILY RESIDENCE EARTH/COMPACT FILL ALL DIMENSIONS AND CONDITIONS TO BE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT ALL SLAB WORK SHALL BE 4"MIN.THICK WITH PLYWOOD SHEATHING TO BE NAILED IN ALL PLUMBING FIXTURES SHALL BE 11`01VIDUALLY 01 >\� A-33—BUILDING SECTION 1 12 G-1 GENERAL NOTES,SYMBOLS A WALL SECTION OR ELEVATION VERIFIED BY CONTRACTOR PRIOR TO ORDERING ALL MANUFACTURER'S CUTS SHEETS AND 10/10 6x6 WELDED WIRE MESH. EXCEPT AT ACCORDANCE TO THE WFCM,2018 EDITION, TRAPPED AND VENTED AS REQUIRED 1Y NEW LEGEND LOCATION MAP MATERIALS SPECIFICATIONS AND ALL ITEMS SUBJECT TO TABLE 3.1 C 0 L U M11'NIDETA I LS REFERENCE DRAWING NUMBER GARAGE WHERE A 6"SLAB WITH 10/10 6x6 YORK STATE CODE.CAST PIPE SHALL ONFORM I POOL CABANA PLANS POROUS FILL/GRAVEL APPROVAL BY THE ARCHITECT PRIOR TO WELDED WIRE MESH IS TO BE INSTALLED WITH THE LOCAL CODE REQUIREMENT AND BE PC-1 AND DETAILS ❑ DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS FABRICATION OR INSTALLATION ❑ ALL ROOF TRUSSES SHALL BE ATTACHED TO THE ASSEMBLED WITH APPROVED JOINTS,IPE BEAM ON 37 DETAIL SUPERCEDE SCALED DIMENSIONS PLATE AND STUDS WITH GALVANIZED HURRICANE SUPPORTS AND CLEANOUTS.ALL WOR SHALL BE CONCRETE BLOCK NO TRUCKS, BULLDOZERS OR HEAVY EQUIPMENT COLUMN CAP REFERENCE DRAWING NUMBER PROVIDE ALL SMOKE DETECTORS,CARBON PERFORMED BY LICENSED PLUMBERS 1�1 SHALL BE ALLOWED WITHIN TEN FEET OF TYPE CONNECTORS BY"SIMPSON STRONG TIE"OR MONOXIDE DETECTORS AND EXHAUST FANS PER STRUCTURAL STEEL TO BE ASTm 36, DETAILED, STATE AND LOCAL CODES FOUNDATION WALL UNTIL SUPERSTRUCTURE HAS APPROVED EQUAL,SEE SHEET XX FOR STRAPPING 47 HEATING AND COOLING DESIGNS SHAL COMPLY CAST-IN-PLACE CONCRETE FABRICATED AND ERECTED PER A.I.S.C. BEEN ERECTED DETAILS.TRUSS MANUFACTURER SHALL PROVIDE WITH AMERICAN SOCIETY OF HEATIN( ROOM NAME& NUMBER ENGINEERED SPECIFICATIONS TO THE REFRIGERATION AND AIR CONDITIONIG ALL CONSTRUCTION SHALL BE IN ACCORDANCE ALL INTERIOR AND EXTERIOR RAILINGS TO BE FOOTINGS SHALL NOT BE SET IN GROUNDWATER, CONTRACTOR AND ARCHITECT FOR SUBMISSION ENGINEERS STANDARDS PRE-CAST CONCRETE WITH THE N.Y.STATE ENERGY CONSERVATION 14 INSTALLED PER STATE AND LOCAL CODES ALERT ARCHITECT IF GROUNDWATER CONDITION TO THE SOUTHAMPTON VILLAGE BUILDING F2—] ELEVATION DRAWING NAME& NUMBER CODE,THE N.Y.STATE FIRE PREVENTION CODE EXIST BEFORE CONSTRUCTION TAKES PLACE DEPARTMENT. 481 ELECTRICAL DISTRIBUTION SYSTEMS SALL WOOD FRAME CONSTRUCTION SCALE.1/4--V-0- AND THE NY STATE BUILDING CODE,THE TOWN ELEVATION BENCHMARK TO BE PROVIDED BY ❑ FOUNDATIONS SILLS AND RIM JOIST, STUDS, F COMPLY WITH THE NATIONAL ELECTr_CODE SMALL SCALE I OF SOUTHOLD BUILDING DEPARTMENT,AND ALL15 38 SURVEYOR.CONTRACTOR TO VERIFY ALL 28 THE CONTRACTOR SHALL PERFORM ALL STUDS TO RAFTER SHALL HAVE HURRICANE AND WORK SHALL BE PERFORMED BY.ICENSED WINDOW TYPE OTHER AUTHORITIES HAVING JURISDICTION OVER FOUNDATION ELEVATIONS AS PER DATA EXCAVATION AND DEWATERING SO AS TO STRAPPING ELECTRICIAN COLUMN BASE (9x— THIS WORK.THE WOOD FRAME STRUCTURAL WOOD FRAME CONSTRUCTION SYSTEM SHALL BE PRESCRIPTIVE DESIGN USING PROVIDED. PREVENT ANY DISTURBANCES TO THE BEARING ALL ❑PRE-ENGINEERED LUMBER SHOULD BE MC CONTRACTOR TO PROVIDE FIRE SMOF. LARGE SCALE I EXTERIOR DOOR TYPE THE DESIGN CRITERIA OF THE WOOD FRAME STRATA OF SOIL MILLAN TRUSS JOIST TJI SERIES AS NOTED ON H DETECTION SYSTEM AS PER NEW YOR STATE FIRE P>_ CONSTRUCTION MANUAL,(2018 EDITION). ALL FORM WORK SHALL BE CLEAN AND SMOOTH. DRAWINGS AND MC MILLAN WOOD I BEAMS AND PREVENTION AND BUILDING CODE.LCATE RIGID FOAM INSULATION BACK FILL SHALL NOT BE PLACED AGAINST LVIL PRODUCTS OR APPROVED EQUAL.ALL JOISTS, SMOKE DETECTORS WITHIN AND ADJj_-ENT TO PROPOSED SCREENED POOL FOUNDATION WALLS UNTIL THE CONCRETE HAS GIRDERS AND HEADERS SHALL HAVE BEARING ALL SLEEPING SPACES AND HEAT DETCTORS AT CABANA FOR THE F1011 INTERIOR DOOR TYPE ATTAINED SUFFICIENT STRENGTH TO RESIST SUCH STIFFENERS INSTALLED AS PER MANUFACTURER'S KITCHEN SPACE.ALL SYSTEMS SHALL E MAY RESIDENCE REPORTED TO THE ARCHITECT IN WRITING OR CLEAN COMPACTED FILL. 3970 NORTH BAYVIEW ROAD FIBERGLASS BATT INSULATION ANY DISCREPANCIES IN THE DRAWINGS SHALL BE17 ALL FOOTINGS SHALL BE PLACED ON VIRGIN SOIL LOADS OR FOUNDATION WALL HAS BEEN SPECIFICATIONS.WEB STIFFENERS SHALL BE APPROVED BY THE LOCAL FIRE MARSIALL, LEVEL LINE TO THE COMMENCEMENT OF WORK G PRIOR LATERALLY BRACED REQUIRED AT ALL LOAD BEARING POINTS AS A HAVING JURISDICTION OVER THIS PR)JECT TOWN OF SOUTHOLD 19k MINIMUM.A SINGLE 1-1" LVL RIM JOIST SHALL BE SUFFOLK COUNTY NEW YORK EXTERIOR INSULATION AND '4v CONTROL POINT OR DATUM ALL FOOTINGS SHALL BE REINFORCED WITH 3#5 ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, 4 SCTM:1000-79-02-03.3 FINISH SYSTEM CONTRACTOR SHALL ARRANGE FOR ALL REBARS. UNLESS OTHERWISE NOTED POSTS,STUDS, ETC.TO BE GRADE STAMPED REQUIRED AT FLOOR PERIMETER. HANDLING, DOORS BETWEEN FINISHED AND UNINISHED MATCHLINE SHADED PORTION NECESSARY INSPECTIONS INCLUDING THE DOUG-FIR-LARCH STRUCTURAL GRADE NUMBER 2 STORAGE AND ERECTION OF COMPONENTS F5 ol SPACES SUCH AS THE D002 SETWEEI INTERIOR ELEVATED EXTERIOR CEMENT STUCCO THE SIDE TO BE CONSIDERED CERTIFICATE OF OCCUPANCY OR BETTER, FB=1200 Psi MINIMUM SHALL BE PER MANUFACTURER'S SPECIFICATIONS SPACE AND THE GARAGE SHALL BE 45 MINUTE COLUMN BASE SYSTEM ALL FOOTINGS SHALL HAVE CONTINUOUS FIRE RATED PER STATE AND LOCAL CODES SMOKE DETECTOR 110V CONTRACTOR SHALL BE RESPONSIBLE FOR KEYWAY, PROVIDE CONTINUOS PVC WATERSTOPS ALL SHEATHING TO BE A.P.A. RATED EXPOSURE 1, 1., DRAWING DATE WOOD FRAMING - ROUGH SDO INTERCONNECTED WITH ADEQUATELY BRACING AND PROTECTING ALL VERTICAL RODS SHALL RISE FROM FOOTINGS in MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 2 INTERIOR OF MECHANICAL ROOM INCLUDING 13 NOVEMBER 2023 LUMBER BATTERY BACKUP OF ALARM WORK DURING CONSTRUCTION AGAINST INTO FOUNDATION WALL @48"O.C. MIN., 2 MINIMUM THICKNESS H DIA GALVANIZED MACHINE BOLTS AT 24"O.C., R51 51, WALLS AND CEILING TO HAVE 8 OR AS NOTED ON DRAWINGS, HEADER SCHEDULE VE TYPE X FIRE SYSTEM BREAKAGE, DAMAGE,COLLAPSE, DISTORTION WHERE NOTED WOOD BLOCKING RATED GYP.BD. FINISH PER STATE AND LOCAL ISSUE DATE AND MISALIGNMENT ACCORDING TO APPLICABLE ALL SUBFILOORING TO BE A.P.A. RATED CODES CARBON MONOXIDE ALL STRUCTURAL WOOD SHALL BE KEPT 2"CLEAR CODES, STANDARDS AND GOOD PRACTICE 2'. DETECTOR 110V WITH BATTERY MINIMUM ALL CONCRETE WORK MUST BE PERFORMED WITH 41 FROM CHIMNEYS STURD-1-FLOOR EXPOSURE 1, 4 WOOD FINISH BACKUP [21] A 48 HOUR POST-POUR LOW TEMPERATURE OF THICKNESS.ALL EDGES OF PLYWOOD TO BE SET — INTERIOR OF GARAGE INCLUDING WALLS AND Optional FLASH,CAULK AND SEAL ALL JUNCTIONS AT 350 FAHRENHEIT, OTHERWISE TYPE III CEMENT ON SOLID BLOCKING.GLUE AND NAIL PLYWOOD [52] CEILING TO HAVE 51,TYPE X FIRE RATED GYP. BD. non-shrink ROOFS,WALLS AND PENETRATIONS TO FORM A TO BE USED. SUB-FLOORING TO FLOOR JOIST SYSTEM TOP AND BOTTOM EDGES OF CONVENTIONAL 8 U3 grout REVISION DATE PLYWOOD LARGE SCALE EXHAUST FAN AS WATERTIGHT ASSEMBLY. JOISTS MAY BE NOTHCED A MAXIMUM OF 2 FINISH PER STATE AND LOCAL CODES REQUIRED BY CODE ALL WALLS TO BE VERIFIED BY CONTRACTOR FOR — ALL HEADERS 6-0"AND LONGER SHALL BE INCHES 22 DIMENSIONAL ACCURACY,SQUARE, LEVEL,AND [33] SUPPORTED WITH DOUBLE JACK STUDS. 531 STORM WATER MANAGEMENT DISTRICT: iL CONTIRCTOR TO PROVIDE DOUBLE FRAMING F CONTRACTOR SHALL COMPLY WITH ALL ELECTRIC WORK SHALL CONFORM TO RULES PLUMB. 9'-O"LENGTHS AND OVER WITH TRIPLE JACK AROUND ALL OPENINGS (SKYLIGHTS,STAIRS, REQUIREMENTS OF THE STORM WATER AND REGULATIONS OF THE NATIONAL ELECTRIC STUDS.ALL HEADERS SHALL BE A MINIMUM OF 2 ETC.)OR AS NOTED ON THE DRAWINGS MANAGEMENT DISTRICT AND SHALL PROVIDE CODE AND N.Y. STATE BOARD OF FIRE 5" (2x8) OR AS SHOWN ON THE DRAWINGS, SEE ANCHOR BOLTS SHALL BE X 10",TO BE NECESSARY SITE PROTECTION ELEMENTS TO UNDERWRITERS 8 HEADER SCHEDULE INSTALLED @ 48"O.C., NO LESS THAN 2 BOLTS CONTRACTOR TO PROVIDE DOUBLE FRAMING PREVENT RUN-OFF TO NEIGHBORING STREETS AND IN ANY RUN OF WALL. THIS EXCEDES THE UNDER ALL POSTS AND PARALLEL PARTITIONS PROPERTIES. SILT FENCING AND HAY BALES TO BE ❑ THE ENTIRE PREMISES AREA OF WORK) INSIDE REQUIREMENTS OF TABLE 3.2A OF THE WFCM, SOLID BLOCKING SHALL BE PROVIDED FOR ALL AND/OR AS NOTED ON THE DRAWINGS INSTALLED AND MAINTAINED AT ANY LOW LYING 10 AND OUT SHALL BE CLEANED OF ALL DEBRIS AND 2018 JOISTS AND FLOOR BEAMS AS PER N.Y.S.CODE OR AREA PRONE TO WATER RUN-OFF. INSTALL ALL AS NOTED AT 8'-0"O.C.MAXIMUM. PROVIDE 2" EXCESS MATERIAL AT THE END OF EACH — ALL FLUSH WOOD CONNECTIONS SHALL BE CONTAINMENT DEVICES AS SHOWN ON PLANS. WORKING DAY AREAS ABOVE MECHANICAL SYSTEMS, BOILERS, SPACE FOR AIR CIRCULATION IN ROOFS [45] FASTENED WITH RATED GALVANIZED METAL G - 1 HEATERS, ETC.SHALL HAVE 5/8" FIREBONDED, HANGER CONNECTORS BY"SIMPSON STRONG ALL GYPSUM WALLBOARD SHALL GENERAL b b 35 THE CONTRACTOR SHALL PROVIDE SAFETY TYPE X,GYPSUM BOARD AS PER STATE AND NAILING SCHEDULE SHALL BE AS PER TABLE 3.1 TIE"OR APPROVED EQUAL BE MADE IN THE USA INFORMATION 11 BARRICADES TO PROTECT PERSONS FROM INJURY LOCAL CODES. OF THE WFCM,2018 EDITION AS A MINIMUM. DRAWING SCALE: AS NOTED THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C HARLESANGONA ARCHITECT ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT SCREEN WITH A A T_2 ' ALUMINUM 16'-0"OVERALL 16'-0"OVERALL 7 30 YEAR ARCHITECTURAL 4 SUB-FRAME- 4.. C H A R L E S ASPHALT SHINGLES PROVIDE 8. 0 ]_$` 4 $'-0" ]'-$" 4 ALUMINUM FLASHING PLEXIGLASS A N G O N A PANELS FOR -- A R C H IT E C T $„ 32,. 32. IN WINTERIZATION Q '10 __ PC-1.1 11 l2--- lx2 FASCIA PAINT GRADE O 115 WASHINGTON DRIVE MASTIC BEACH 1 ` _ TOP OF ROOF FRAMING _ _ _ PC_1.1 PC-1,l PAINT GRADE T&G SOFFIT SCREEN PANEL •=� PH.631.987 2633v 11951 r-------------- _ ;. — — — . _ .. _.. _ .. _ _ .. _ . _ .. _..- : SYSTEM @ 11'-8" MAX ALLOWABLE-22' 0") 12 j CHARLES.ANGONA27 GMAIL.COM ` I - STORAGE SHED t \\ fl 3 2X8 FLYING RAFTERS $„ STORAGE SHED I �0 32 \\ ( WITH TAPERED ENDS I I ' 2X BLOCKING UNFINISHED SLAB 12 1 j `^ I I I I 4 I lx6 FRIEZE ON 1X BACKER F14] SECTION DETAIL Ln rIN4... i i - ------------ -----' '--------------- `^ - — I I .Iry CLIPS PER STRAPPING ALE 1 -1 SC - 0 DIAGRAM r•.-oe -- r- '-r-- ----�- ---•- ��«__ I ^ -� - -- _ M ] REMOVABLE I I --------- -- ------------------- ---- 7 ' - O - I 41 �RC' I . I *1 1 in t t . 1 14. 1 ��D / P ANA — PAINT PANGRAEL 12.. STOP INTERIOR DON ALD > I _ ST RAGE SHED 1 POOL CABANA I I' I _ 1 1 I I \O z r ' POOL CABANA i "(j. POOL CABANA CONCRETE SLAB: ' 1 ' ' - �t - r" M _ _ 4 4 I' I X - LVL HEADER I _ i I O � �` PROVIDE 4"CONCRETE SLAB I t I 2 1 ] O I ] WITH WELDED WIRE MESH. I I I O 0 = O '- rn I O SIN ? PAINT GRADE SILL 03E j •'! t I I' I PORCELAIN TILE OVER M _ I \'��`� !� CONCRETE SLAB FINISH _ j - j ! OF N t I 3"SLAB LEDGE AT INSIDE TOP OF GRADE «„ I 1 WALL OF CABANA AREA I 1; I M 17 iY, PAINTED HARDI-BOARD i q '-------------------------------- ---- _ = PAINT GRADE CLAPBOARD 1 �. PCII PC11 H I 00 ' '--_= °---'-•_ ---z-- -- -�° --- - - -f- �Fh --------- -- SCREEN PANEL • J' I ^fn SIDING 1 - -------- ----------------------------- - 1 ---------------- SYSTEM - $ - - -- -... - -- - - ---- � F13] SECTION DETAIL 4' 9" 5'-4" 4' 9" - scALE:t t/z"=r o° I -� 191 , ... [15] SECTION DETAIL POOL CABANA FOUNDATION SYSTEM: SECTION A-A 8" REINFORCED POURED CONCRETE WALLS TO A 32 3211 16'-0"OVERALL 32 32 BE+4'-0"ABOVE TOP OF FOOTING, WITH#4 BAR SCALE:1/4"=1'-0" STAIN GRADE T&G SCALE:1 1/2"=1'0" REINFORCEMENT AT 8'-0"O.C.VERTICAL AND(1) FI] FOUNDATION PLAN A PANELING OVER 2' #5 BAR HORIZONTAL AT 12" DOWN FROM TOP OF SCALE:1/4"=1'-0" SHEATHING AT WALL. FOOTINGS SHALL BE CONTINUOUS T-4" 12 I POOL CABANA FLOOR PLAN CABANA INTERIOR WIDE X 8" HIGH WITH (3)#5 REINFORCEMENT RODS LOCATED 3" FROM BOTTOM OF FOOTINGS. y SCALE:114"=1'-0" X ACQ COLUMNS DE I WALLS // SCREEN AREA- PROVIDE I i ° A SIMPSON POST CAP AND I '��.�' PAINTED ALL FOOTINGS TO BE ON VIRGIN SOIL. ^ y - 2X6 RAFTER AT 16"O.C.WITH POST BASE CONNECTORS 6 I I /j HARDI-BOARD PAINT GRADE J TAPER STRIPS ON TOP // I ' I SILL BELOW ,, CLAPBOARD -- -- -_- _ __ ------- ------- SIDING 1 ` /.. ^N //J ko `> 1 / N ------- J PAINT GRADE GFI — ��/ PITCHED ROCF FINISH SYSTEM: `' CORNER TRIM 30 YEAR ARCHITECTURAL PAINT GRADE DOUBLE 6" I ASPHALTSHINGLES OVER(2) SCREEN DOORS o •.� LAYERS OF#15 FELT PAPER ON 6" o •♦ '\ Ij� Id0 Id9 2"CDX SHEATHING Al •.`'� - - - �'•'' Al D16 PLAN DETAIL [17] PLAN DETAIL 18 PLAN DETAIL lX3 FASCIA SCALE:1-1/2' 1'-0" SCALE:1-1/2"=T-0" SCALE:1-1/2"=1'-0" Al Al ♦ 2X8 FLYING RAFTERS 2X8 FLYING RAFTERS 2X8 RAFTER AT 16"O.C. FLAT ROOF FINISH SYSTEM: 1 2 2X8 RAFTER ASPHALTAT ROOFING (2)2X8 RAFTER _ � � (2)1 q°X 7 q' LVL HEADER ------------- --- ..... ..... ..... _____ ....._ ....__ ... CDX ---- -®-- - �' ----- --- - N 2 ---- -�---- ------ - - -- -- --- - - - ..,< SYSTEM O SC SC I 2X6 RAFTER AT 16" SHEATHING 4X4 ACQ COLUMNS AT G.C.WITH TAPER .i' SCREEN AREA- PROVIDE 2X8 RAFTER AT 16"O.C. STRIPS ON TOP SIMPSON POST CAP AND (2)1 q"X 7 q" LVL HEADER POST BASE CONNECTORS (' ALUMINUM GUTTER [3] ELECTRICAL PLAN [4] FRAMING PLAN J STAIN GRADE T&G AND LEADER SYSTEM SCALE:1/4' 1'-0" SCALE:1/4"=T-0" PANELING OVER Z° PAINT GRADE 1X6 SHEATHING AT FASCIA ON 2X BACKER CABANA INTERIOR 30 YEAR ARCHITECTURAL CEILING ASPHALT SHINGLES J ALUMINUM FLASHING ALUMINUM FLASHING --- Z SCREEN FLAT ROOFING SYSTEM O -- --._ - J AND CEILING AT PANEL OVER SHED AREA Q UNFINISHED WALLS 2X8 FLYING RAFTERS 2X8 FLYING RAFTERS SCREEN � WITH TAPERED ENDS WITH TAPERED ENDS SCREEN STORAGE SHED AREA FINISH SYSTEM. SC REEN PANEL. SCREEN PANEL SCREEN PANEL .. 4_ Q PAINT GRADE PANEL PANEL ALUMINUM GUTTER p Z CLAPBOARD WALL PAINT GRADE TRIM AND LEADER SYSTEM ~ w ------------ o PAINTED HARDI-BOARD m PAINT GRADE -- w POOL CABANA CLAPBOARD SIDING CORNER TRIM J O STORAGE SHED - OVER(2) LAYERS#15 SCREEN PANEL SCREEN PANEL SCREEN SCREEN p FELT PAPER ON 2" CDX PANEL PANEL PAINTED HARDI-BOARD ° CLAPBOARD SIDING O w SHEATHING > PAINT GRADE SCREEN iv m PAINT GRADE SILL - - --- PANEL FRAME SYSTEM p y Q Es CREEN PANEL SCREEN PANEL Lu SCREEN SCREEN - PANEL PANEL STAIN GRADE T&G Q �_...-��W� - ' J •-.,.- a PAINTED HARDI-BOARD _ PANELING OVER�" O - - - CLAPBOARD SIDING CABANA HIN AT � PROPOSED SCREENED POOL O CABANA FOR THE TI INTERIOR 1 i WALLS ^ MAY RESIDENCE PAINT GRADE DOUBLE i I i I PAINT GRADE STORAGE ! 3970 NORTH BAYVIEW ROAD I 1 I PORCELAIN TILE TOWN OF SOUTHOLD SCREEN DOORS j I I I SHED ENTRY DOOR I FLOOR FINISH AT SUFFOLK COUNTY NEW YORK r-------------------------------------------Li r----------------------------T----------� CABANA SCTM:1000 79 02 03.3 F51 EAST ELEVATION 6] NORTH ELEVATION STAIN GRADE lX OR 7- SCALE: SCALE:1/4"=1'-0" BASBOARD SLAB FLUSH WITH TOP OF _ SCREEN SLAB LEDGE AT INSIDE WALL AT STORAGE SHED DRAWING DATE -- - WALL OF CABANA AREA AREA PIN PERIMETER TO :.-:.--.-..._.._ ._ ::..--_.-.... ..— :......- .::_ .-::.- ...:........ .... :,_.. --.:.— PANEL o FLAT ROOFING SYSTEM .__;:-:-- __----;__---__--;—_,._; -m;-T :_—T-_.- _.-_ 30 YEAR ARCHITECTURAL ALUMINUM GUTTER _ a ° 13 NOVEMBER 2023 FOUNDATION WALL °=--••••- OVER SHED AREA -_ -- ASPHALT SHINGLES AND LEADER SYSTEM ° ° d ISSUE DATE SCREEN ° - _ �.�_:.:..._.:�.._. ..__,.... _.... POOL CABANA ° PAINT GRADE TRIM PANEL CSLAB: - - _ - _ --- a CONCRETE , PAINT GRADE PROVIDE 4' _, � PAINTED HARDI-BOARD _ CORNER TRIM a °•' °:° CONCRETE SLAB - - CLAPBOARD SIDING WITH WIRE - -.. - - -- - -- - - -- -- _ - REVISION DATE °° WELDED �' E! PAINT GRADE SCREEN °O iz MESH °i O0 PAINTED HARDI-BOARD SCREEN SCREEN _ h !i PANEL FRAME SYSTEMFn CLAPBOARD SIDING PANEL 1 PANEL N it :t EI j3 — - --- - PAINT GRADE SILL :I ° a - - SCREEN SCREEN a a a •E i' ,i - PANEL PANEL 4.. € 4 ° 8,i' - --- ---------- ------ ° ° 1 ° ° °` d ° ° tt a o0 II I ___-___---F, ------ • I I I I P C POOL CABANA 1L---------------------1--------------------U L-----------L---------------------------� DRAWING SCALE: AS NOTED 17] WEST ELEVATION [8 SOUTH ELEVATION SCALE:1/4"=T-0" SCALE:1/4"=1'-0" [1-0] SECTION DETAIL 11 SECTION DETAIL Fl2 SECTION DETAIL ---- THE CONTENT OF THIS DRAWING IS THE EXCLUSIVF PROPERTY OF CHARLES ANCONA-ARCHITECT ANY USE, SCALE:3 4"=1'0" SCALE:3/4"=t'D" SCALE:3/4"=1'0" REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE W ITH THE PRIOR WRITTEN CONSENT OF THE ARCHITEC I