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Home My WebLink About50224-Z o�suFFocK�oo TOWN OF SOUTHOLD BUILDING DEPARTMENT sue. TOWN CLERK'S OFFICE H x oy • SOUTHOLD, NY col� Sao. 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#: 50224 Date: 1/17/2024 Permission is hereby.granted to: JDD ArywNdej 4-D Stack, John a 7825 Nassau Point Rd PO BOX 1296 Cutchogue, NY 11935 To: Construct an accessory deck which connects both the inground swimming pool and arbor as one accessory structure to an existing single-family dwelling as applied for. At premises located at: 7650 Nassau Point Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 118.-3-4.1 Pursuant to application dated 12/18/2023 and approved by the Building Inspector. To expire on 7/18/2025. Fees: ACCESSORY $907.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00 CO-RESIDENTIAL $100.00 Total: $1,307.00 Building Inspector FIELD INSPECTION REPORT DATE COMMENTS• t� b t� FOUNDATION(1ST) �1 H FOUNDATION(2ND) . Q a ROUGH FRAMING& C�j PLUMBINGQ/? r INSULATION PER N.Y. �y STATE ENERGY CODE �- FINAL ADDITIONAL,COMMENTS 22 ? bp fi LOree d(o tt(s 3- II-q15 Q Dhrro f u{, rn S oC O vz x d H • fix. - ��o�SUFF°cK�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT w' 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 CA ON FOR BUILDING PERMIT For Office Use Only R. PERMIT NO. Building Inspector: �`' DEC 1 8 2023' Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUMDXNG DEFT. Owner's Authorization form(Page 2)shall be completed. T01VN C,;T, S017THO"11 M), Date:12/2/2023 OWNER(S)OF PROPERTY:, Name:John Stack & Patricia Stack SCTM#1000-118-3-4.001 Project Address:7650 Nassau Point Road, Cutchogue, NY_11935 Phone#: 646 519-1093 Email:jackstacknyc@gmail.com _._) - Mailing Address:7650 Nassau Point Road, Cutchogue,NY 11935 CONTACT PERSON: Name:William Barba Mailing Address:PO BOX 90, Blue Point, NY 11715 Phone#:(631) 560-7908 Email:wbarba@bardarch.com DESIGN PROFESSIONAL INFORMATION: Name:Grant Wellman Design - Landscape Architecture Mailing Address:731 Bobbin Mill Rd, Media, PA 19063 Phone#:(813) 318-2525 JEjil^g_rant@ rantwellman.com CONTRACTOR INFORMATION:, ` Name:Thomas Downing - Coastal Management, LLC Mailing Address:26 Old Riverhead Road, Westhampton Beach, NY 11978 Phone#:(631) 288-1226 Email:tom@buildcoastal.com DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑'A/ddition []Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑0therTrellis CkC S G $30,000 Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises?, ❑Yes ®No 1 t t PROPERTY INFORMAT1011( Existing use of roe Intended use property:Sin le Family Reside p p rtY-Single-Family-Resider e o _,_. .._.. . :• ... . _ _. ._. ...--- g_. , .. .- --Y ._. . . ... _ .. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? Dyes®No IF YES,PROVIDE A COPY. onsible fa r al(drainage and storm water issues as provided by B Check Box After Reading ''rhe owner/contracto'r/design professional�s resp , Chapter 236 of the Town Code APPLICATION IS HEREBY.PAADE`to the Bwlding Department for the issuance of a ewlding Permit pursuant to the Budding Zone Ordinance of the Town of Southold,Suffolk County:New York and other appI ible Laws Ordinances orRegulat�ons,for the construction of bwldmgs, :. _ additions,alterations or-foY removal or demohhon as herem.desv�bed 1 he appltrant agrees Lo comply with all apphca6le laws o�dmances�bwltling code housing code and regulations Intl to admlt:authorized inspectors on premises and m bwldmg(s)forrecessary inspections False statements made herein are punishable as a Class A misdemeanor ursuanL to Section 210.45 of the New Yo[k State Penal Law F .. Application Submitted By(print name):WIIII m arba, AIA @Authorized Agent ❑Owner Signature.of Applicant: Date: 11/9/2023 CONNIE-U.BUNCH-- Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 sS: Qualified in Suffolk County �a COUNTY OF Suffolk ) Commission Expires April 14,2 William Barba being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Architect/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 `" ay of COY� V ,20 D2) Lin Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not•the owner) I John J Stack & Patricia M.residing at 7650 Nassau Point road, Cut( do hereby authorize William Barba to apply on my behalf to the Town of Southold Building Department for approval as described herein. M er's Signature l5ate Patricia M. Stack & John J Stack Print Owner's Name 2 LAND N/F I BUILDINGS: EXISTING OF EXISTING SHED PROPOSED UTILITY POLE AND I EXISTING STING 2 STORY RESIDENCE TO BE DEMOUSHED 1 ZIP ZAP I LLC (NO SANITARY,ND OVERHEAD ELECTRIC SERVICE PROPOSED 2 STORY RESIDENCE I (DEVELOPED/PUBLIC WATER) WAS) 4'HIGH SELF EXISTING SHED TO ,SITE DATA: CLOSING GATE 1 EXISTING SHED& BE DEMOLISHED SCTMp f000-116A0-o3.00-OD4.0o1 - N 80°43'23' E 309.64' GARAGE TODEMOLISHED BE �IXI NB UTILITY POLE TO BE SITE AREe ''"B ACRE EXISTING HOUSE TO OVER 4'POST AND VTRE FENCE BE DEMOLISHED GENERAL NOTES - 6, 1 _ 1. NO DaSTIG SURFACE WATER Ni 7 - 2. NO DNAGE STRUCTURES WIHIIN"0'OF SANITARY SYSTEM ((( / 1 3. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 5 BETIROOMS , c VOID' aD SAlFD DW NY7.N144 P. 4 PROPERTY&70POGAAPHIC SURVEY PERFORMED BY L.K.McIFAN ASSOCATIATES _ 1 DW2 / --15'SIO YARD SETBACK ° � � r 5. PROPERTY LINE MODBIGTION REGARDING WEBTERLY PROPERTY LINE HAS BEEN FILED WITH SCDHS. --- a F -- ----/- - - _ �- / I (I- / J 14' / /TH B - \ / HALT I SURVEY NOTES: r. 1. BEARINGS SHOWN ARE IN ACCORDANCE WITH U.S.STANDARDS � - / 2 BfiLRINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM.LING 6TAND ZONE [�,�(,� /('''1� ,� 3. ELEVATIONS SHOWN HERE ON REFERENCE NAND 1988. / //J=% �r0' R f20'�118'� ~]B ' I I J / r �1 TH B2 A 4. UNAUTHORVM ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION / •'~^J �{_ S Tti../J �l ONLY.SUBDIVISION FROM 2.OF THE NEW F TH STATE EDUCATION TAW. / A/ / / 'tf`I�I�J-_J y- / I / ) 0 I / / �L7 PROPOSED 5. SHALL COPIES FRDM THE ORIGINAL BEVA OF THIS COPIES. MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S'EN9055ED'OR 9NIQD'SEAL ,/ IC ) /P1�r�/ r j ..... � -7 WATER SHAH CA CONSIDERED 70 BE VALID TRUE COPIES. _ / �/ / �J 1 -JI9, I"- ERVICE B. CERDFlG710N5 INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FD // Q# / / I L--'- I (U.y 6' LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN W / y Q / A. I '�'� I�( I u ti(Y) CL TER ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIDE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTIMION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO y It �b 10' �� tv N r ADDITIONAL INSDIUDONS OR SUBSEQUENT OWNERS. t r PROPOSED 2 �, 7. RIGHIS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. POND IA 9 ID COMP I 'q s COVERED STORY RESIDENCE I CM 6• \ L B. THE SURVEY CLOSES MATHEMATICALLY. tt- / T&Q UNDERGROUND UTILITIES IF SHOWN ON TI115 SURVEY ARE FROM VIRIiY MARKOUf EDITED ON THE GROUND AND/OR RECORD PLANS. PORLYI 1YB FINISHED la I -` I CL S I BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO TITER LOCATION SIZE AND TYPE BY THE BASEMENT RESPECTNE LDY ARES 10• F.F.=18.5 \FED I CL 10.THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TOLE REPORT.SUBJECT TO ANY ESENENTS,CONDITIONS OR ENCUMBRANCES AN / A?/ g/ 6/ / 16' f 1f_ hG cf �\ I-'\ -.R-- VALK_ f� UPDATED TREE SEARCH MAY REVEAL p'�/ / 20'X45 111 I,MIL y� n -I� ,UP'�\�/ � 11.FLOOD ZONE X.FLOOD INSURANCE MAP NUMBER 36103C0502H,PANEL 502 OF 1026,EFFECTIVE 09/25/2009. // / /4 POOL I - :tDFOK� `/\ - 1 E SURVEY / �/- / t' II O I I I \ \� / AND PARE OF / 6 BY JOXN G FREERS UNIT SURVEYOR,LAST OATID / / 2. NOT OPEN T \ 2.GOLDFISH POND ROAD LOCATION IS APPROXIMATE AND WAS TAKEN FROM AMENDED MAP A OF NASSAD POINT AND REFERENCE 0 NODDED/ L r �FILLER LOT 125 LOT 12 / � p I � 09 ID 200 ROAD IS / / / I n Ilan I \ 1 Y STEEL POND �/ / / q / / / " '"� WooO OtxK " OM I \ 6• VENT z STORMWATER DRAINAGE CALCULATIONS / V �U' REQUIRED DRAINAGE CALCULATIONS: (z'RAIN EVENT PERCH I --� W w ) PROPANE \ 6' W 4 I \EEO,YTER IMPERVIOUS.(DRNEWAY DWI& DW2) = 2,290 SF _ _ -- - - --- ---.- .. IC=(2,2910 % 1)= 2,290 2.290 % 2'/12'(RAINFALCI= 381.67 CF SETBACK --_---- \ / \ •PINE 1.ZL.N145 \ TOTAL= 381.67 CF 4'HIGH POOL DW4 IMPERVIOUS/ ¢ IMPERVIOUS (ROOF DW3 & DW4) = 2,600 SF I I / --f - -- BARRIER FENCE \`/ e / 1 AROUND DECK \7 L - --=--- NON \ C=(2,600 X 1)= RAINF SF -T"- O/ 2.600 X 2'/12'(RAINFALLI= 433.33 CF l I �A VIRE 433.33 CF �4'PDSI A x _ \ PROPOSED DRAINAGE CALCULATIONS: I 1 _ -x ■ 410,00' LANIF/F APPROX.LOCATION OF . IXISIRG SANITARY SYSTEM TO I DRIVEWAY(DWI+DW2) = PROPOSED POOL BE REMOVED AS PER SCDHS I 381.67 CF REQUIRED - _ S 76°24'43' EQUIPMENT TO MENAKER TRUST STANOARDs SE PIPED TO (DEVELOPED/WELL WATER) 8'0 DRYWELL=381.67 CF/42.24 CF/VF= 9.04 VF LAND N/F I DRYWELL$4 4'HIGH SELF- PROVIDE: (2)80 LEACHING STRUCTURES ® 5' DEEP OF CLOSING GATE STELLAS POINTE LLC 1 BLE) ROOF(DW3 &DW4) (UNDEVELOPED/PUBLIC WATER AVAILA o 433.33 CF REQUIRED - C6 10'0 DRYWELL= 433.33 CF/68.52 CF/VF= 6.32 VF N PROVIDE: (2)100 LEACHING STRUCTURES ®4' DEEP EXISTING LOT COVERAGE CALCULATION I 1 I HOUSE=1,554 SF 1 SHEDS =264 SF GAZEBO = 90 i I GARAGE= 294 SF I DECK= 2,050 SF POOL= 900 SF TOTAL= 5,062.SF PROPERTY = 48,700 SF 3 1 .EXISTING WELL �YT.N145-5 I I I LOT COVERAGE 5, = 10,39% COVERAGE OVE o , PROPOSED LOT COVERAA GE CALCULATION a PROP:HOUSE=2,600 SF a; SHEDS =80 SF DECK = 2,330SF GAZEBO = 90 SF / POOL= 1.035 SF ' TOTAL- 6,135 SF 0 1 / c PROPERTY= 48,700 SF SITE PLAN SCALE: 1"=40' 'TER .I ANL LOT COVERAGE = 6,135/48.700 12.69 < 20% (OK) 3 CLE: R LEGEND: p ---- PROPERTY LINE ( _ E)asnNG CONTOUR - - O TEST HOLE PERFORMED BY McDDNALD GEOSCIENCE TEST HOLE PERFORMED BY M°DONALD GEOSCIENCE j; COD PROPOSED CEN7 I/A TANK DATE 12/16/21 DATE 12/16/21 - .3 DUO PROPOSED DISTRIBUTION/SAMPLING MANHOLE -DO PROPOSED SANITARY CLEAN OUT - > /LPG PROPOSED SANITARY LEACHING LEACHING POOL o k DP% PROPOSED SANITARY DISTRIBUTION POOL rwda.�a,.ra°sr F'1b �pvtl ham. �i'` T DATE BY DESCRIPTION APPROV. BY O -S- PROPOSED SANITARY PIPE ` C G \`� PROPOSED FUTURE EXPANSION e.t ---- tom y� � � v/ �' REVISIONS O _ PROPOSED PIPE FOR M4C'R'AIR BLOWER to _-- Z 7650 NASSAU POINT ROAD a_ AS PER MANUFACTURER'S 'R"AI BLOW �„�,,,R�5, �Nt CUTCHOGUE NY 11935 ENTS OA ------ 12e C _ PROPOSED U.G.ELECTRIC STACK RESIDENCE a -v--v-PROPOSED 2-1/2.0 HOPE VENT PIPE G(/ ' TEST HOLE LOCATION ,xmMo4Aumnaro�e er 'I,9� 'V CONIFEROUS TREE oz __-___ Ise - I L p DECIDUOUS TREE _ "x` °" 92 S OF�SS�O�P PROPOSED SITE PLAN 9 t\ O DECIDUOUS SHRUB N P9 PLANTING BED C°m_wsuK t aurmwlS_Twb *. .Comments:MJWc eTltauitemed l2Bboim emfeee . 1 o PDsr L. K. McLEAN ASSOCIATES, P.C. V O (HIGHEST EXPECTED GROUNDWATER O E_0.40) (HIGHEST EXPECTED GROUNDWATER O EL 0.40) - CONSULTING ENGINEERS 437 SOUTH COUNTRY RO.,BROOKHAVEN,NEW YORK 11719 6'B CATCH BASIN _ V 00 GAS VALVE - 9 Brn MF./CFD scale: r 00 as WATER VALVE TEST HOLE 61 TEST HOLE B2 µ Designed As NOTED Sheet No. >N N.T.S. N.T.S. GAS METER wm ti¢��s A Im® C) ® ELECTRIC METER r ro®w omB Om ®`emu a 2 eo Dmwn By: M F Dale: NOV. 2023 C 1 a rc TOP OF CURB "mV0"m�a L"'to M' roved B RGD File No. IZINI 6 M N.IaG1YY1 W M APP r 21188:000 To cid APPROVED AS NOTED uE•i act'3T � /f ENCLOSE PO TO CODE DA • ' "ay OP.e 5a e � GWD - UPON CO""LETION 3p'].00 ' 0 1 N R D BEFORE"jlATER" L<E BY: GRANT WELLMAN DESIGN fly NOTIFY BUILDING DEPARTMENT AT LANDSCAPE ARCHITECTURE A U Ao" v PRO E C T TEAM: FOLLOWING BAM CT 4P M FOR THE J ELECTRICAL FOIlOWiNG INSPECTIONS: GRANT WELLMAN,PLA,LEED-AP WISTERIA ARBOR PLANS INSPECTION REQUI�tE€3 813-3-rWEL5 FOUNDATION•TWO REDUIREO GRANT@GRANTWELLMAN.COM GENERAL. NOTES: FOR POURED CONCRETE UNLESS NOTED OTHERWISE HEREIN,THE GENERAL CONDITIONS OF THE STANDARD FORM OF AGREEMENT BETWEEN ARCHITECT: ROUGH-FRAMING&PLUMBING OWNER AND CONTRACTOR SHORT FORM AGREEMENT FOR SMALL CONSTRUCTION CONTRACT AIA DOC#A107 SHALL PREPARED FOR: INSULATION - APPLY. BILL BARBA, AIA, NCARB FINAL-CONSTRUCTION MUST START DATE: OS/25/2022 THE STACK FAMILY BARBA ARCHITECTURAL DESIGN, PLLC BE COMPLETE FOR C.O. DRAWN BY: GW CONTRACTOR SHALL OBTAIN ALL APPROVALS AS REQUIRED, INCLUDING CERTIFICATE OF OCCUPANCY. PO BOX 90, BLUE POINT, NY 11715 ALL CONSTRUCTION SHALL MEET THE CHECKED BY: GW REQUIREMENTS OF THE CODES OF NEW SUBSTITUTIONS SHALL NOT BE MADE WITHOUT WRITTEN AUTHORIZATION BY THE LANDSCAPE ARCHITECT.THE 631 .560.7908 YORK STATE. NOT RESPONSIBLE FOR JOB NUMBER: 2022-02 PREMISES SHALL BE KEPT REASONABLY CLEAN AT ALL TIMES. D EC E M B E R 15, 2023 WWW.BARDARCH.COM DESIGN OR CONSTRUCTION ERRORS AT THE COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS,TOOLS, RUBBISH, ETC., CLEAN GENERAL CONTRACTOR: ALL GLASS,AND LEAVE WORK BROOM CLEAN, UNLESS OTHERWISE SPECIFIED. TOM DOWNING CONTRACTOR SHALL CARRY LIABILITY INSURANCE TO PROTECT CONTRACTOR, OWNER AND LANDSCAPE ARCHITECT,AS 26 OLD RIVERHEAD ROAD COIF?LYV. TH ALL CODES Ow WELL AS WORKMAWS COMPENSATION IN AMOUNTS AS REQUIRED BY LAW.ALL WORK SHALL COMPLY WITH STATE AND TABLE OF CONTENTS WESTHAMPTON BEACH, NY, 11978 / s lsau! 'C$T/�/��N1�t �CrO�ND CODES i cS�:.QU.RE®F AND �a7 On LOCAL CODES. 631 -288- 1226 �t1ET ",' ^ SHEET # SHEET NAME; •,'."�I°�'.773L'�w'j CONTRACTOR SHALL FULLY GUARANTEE FOR THE PERIOD OF ONE YEAR, HIS WORK AND THE WORK OF HIS CIVIL ENGINEER: SUBCONTRACTORS. PAVING SHALL BE GUARANTEED FOR TWO YEARS.ALL WORK SHALL BE DONE IN A WORKMANSHIP r7�..��T�.� °r W LIKE MANNER AND IIN ACCORDANCE WITH GOOD BUILDING PRACTICES. W I GENERAL NOTES & SPECIFICATIONS L.K. McLEAN ASSOCIATES, P.C. 110 W2 WISTERIA ARBOR PLANS 437 S COUNTRY RD, 4 ' I THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE LANDSCAPE ARCHITECT AND THEIR BROOKHAVEN NY 117 19 k" W H AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING ATTORNEYS' BR I) 286-8668 Lu Q z FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK, PROVIDED SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS (A)ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR DEATH, OR TO INJURY TO OR DESTRUCTION OF V) LL LL a- TANGIBLE PROPERTY(OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING THEREFROM,AND (B) IS W U D Q CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, OR SUBCONTRACTOR, All CxteTiorlihtin ; <ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS OF THEM MAY BE LIABLE, Q REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. RETAIN STORM WATER RUNOFF hruu 'cd,replaced or � w Z PURSUANT TO CHAPTER 236 pairce �haU conform (� � � ALL MATERIALS, INCLUDING BUT NOT LIMITED TO MASONRY, SWIMMING POOL, DRAINAGE AND GRADING, ELECTRICAL, OFTHETOWNCODE to mptcr172 Q �O AND CARPENTRY ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THAT THEY ARE IN QTths Town Cods ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS,APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS SHALL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE ARCHITECT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS STARTED WORK. OWNERSHIP OF DOCUMENTS: THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE LANDSCAPE ARCHITECT WHETHER OR NOT THE PROJECT FOR WHICH THEYARE MADE IS EXECUTED. THEY ARE NOT TO BE USED ON ANY OTHER PROJECT EXCEPT BY THE WRITTEN AUTHORIZATION OF THE LANDSCAPE ARCHITECT. 4' HT. POOL BARRIER GATE DO NOT SCALE THE: DRAWINGS. -PER CODE IF A DIMENSION IS NEEDED THAT DOES NOT EXIST ON THE DRAWINGS CONTACT THE LANDSCAPE ARCHITECT FOR ADDITIONAL INFORMATION. j; 4' HT. POOL BARRIER 1! N 80.43'23•E i j 309.64' CHANGE ORDERS AND EXTRA WORK: # ANY ADDITIONAL WORK ABOVE AND BEYOND THE CONTRACT SHALL BE BY WRITTEN CHANGE ORDER PRIOR TO THE WORK BEING PERFORMED. __________ APPLICABLE CODES: — — — • FEDERAL EMERGENCY MANAGEMENT ACT(FEMA) ® ® ;' \\`\ / m • INTERNATIONAL RESIDENTIAL CODE FOR ONE &TWO FAMILY DWELLINGS, 2018 EDITION ! i 0 +L 8 •• WITH NEY YORK AMENDMENTS 2020 ` ^�/' '' m ' ° i ; 1 ' i ' ,,}"'� ' - DRI18" W • INTERNATIONAL SWIMMING POOL AND SPA CODE, 2018 EDITION 3 \ / ' 1 0 ' ' ' ' 1 / ` THI •• WITH NEW'YORK AMENDMENTS (2020) o i `\`! �/ 14" -s:" /.'' - Iw Mp" • LOCAL CODE:TOWN OF SOUTHOLD, NEW YORK w ' ; ,' / / / ' _ '`- --° I`m rf I �� '/ STORMWATER SYSTEM ,,�' \" lid M -SEE SURVEY e 1 it - , 'lo° ULJ 26" \\` /' % !1 ( I Ijl I — P' r K _ = TER SERVICE / 1 � 1`:\ .'/1 PROPOSED WA -o' (ti.. .e.., PROPOSED I PROPOSED WATER METER ® 12" 45-0, -SEE SURVEY ' RESIDENCE 26" FFE18.5 Via,` i :�1 5._...4.1 , CRAPE \ 8 ' ! PROPOSED 0 x45 i SWIMMING POOL , . COPING EL: 15.30 _ -_, CRAPE 1 4TER ME ! / ff , TER , ,� - � � � I FOR ET v -' _ /' EXISTING `" (SEE b AILS �' .,.. ice _ ❑. ,-- ; aRICKWALK ! - 6 �e "' ry i �u L N ti\ •- / I 18a z aok SANITATION SYSTEM r, ___ I Owed i -SEE ENGINEERS PLANS �° ! / S.' WOQ• L(V ECK , \� -I \ �'�\ 9LL h o I0'x 45'ARBOR VENT Ii o r t 1 uz" In - Cl I (SEE W-2 FOR DETAILS) 1 i \\1 `yam O CRAPE !! a 1 z ISSUED: � �! 1--��.I CRAPE /r I�< - - Iwa 2022 08 25 BASE PLAN \\` , 1 \ \ {- i 2022-10-15 ARCH RELOC. N 16"�iAK _--_ -') ,/ \ •� '' '\ 2022-12-04 PERMIT SET 00 r r 41 LIL.#145 ! \ AK 1 8"PINE\ :� '^" O - \\ ,Mp NpN ;. i S 26°24'43"W 41000' k r _ i- I N 11 1 POOL EQUIPMENT LOT INFO: BURIED PROPANE TANK WISTERIA ARBOR LAYOUT EXISTING ILOT INFO: I SCALE: 1 "=20'-0" �p,NDSCgp PROPERTY USE: SINGLE FAMILY RESIDENTIAL ��o P „\,E<<,�F-��, PARCEL ID: SCTM # 1000-1 18-3-4.I CO ZONING CLASSIFICATION: R-40 �� m FEMA FLOOD ZONE: AE-8 (MINIMAL FLOOD HAZARD) WETLANDS PRESENCE: YES s� Do268� q� EASEMENTS: UNKNOWN OF NE`N�� LOT SIZE: 1.1 18 ACRES (48,700 FT2) SHEET NUMBER: GWD GRANT WELLMAN DESIGN 2x2 SQUARE LATTICE LANDSCAPE ARCHITECTURE 0 GRANT WELLMAN,PLA,LEED-AP 0 813-318-2525 GRANT@GRAN-WELLMAN.COM ® 2X2 WOOD SQUARE LATTICE ® -SPACED AT 24" O.C. BOTH WAYS START DATE: 08/25/2022 ® ® 2X 10 WOOD RAFTERS DRAWN BY: GW ® CHECKED BY: GW 4X 10 BEAMS JOB NUMBER: 2022-02 2x6 BRACES —6X6 POST 2X 10 RAFTER 4X 10 BEAMS 6X6 POST W U o Z J F- W � z QO U- - ___...._.W_____-_—_.__.....TI.,__..,_,_-__--_._fII!I11iI{IPLt!IiII1I!1t1!III1i`!gyII1!I_!iiSI{i1 I1!!I!Vr,!1tt77!II:.I,�tItSi_ii'Si�•1I1i'pi'1I I1fl--.I._._S_-_. T__.._ E_. R_.______ IA A..___._.. '.--.R.._.3-3_______-_..._-...B1.3..T-:Ii7!IIs1F1Ilifi1Si1i�Iililrt1iI!!lII!it .O___.____...__._...__.__,._____ R 1 __...___.. 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BOTH WAYS o o O O 0 O 0 O O 0 0OO 2X 10 WOOD RAFTERS ISSUED: THRU BOLT WITH 2X 10 WOOD RAFTERS 2X2 WOOD SQUARE LATTICE 4X 10 BEAMS 2022-08-25 BASE PLAN DECORATIVE WASHER 4X 10 BEAMS -SPACED AT 24" O.C. BOTH WAYS 2x6 BRACES 2022-10-15 ARCH REL=N- O C . ORNAMENTAL STEEL T-STRAP 2X6 BRACE 2022-12-04 PERMIT SET MODEL#: SST APT6 6X6 POST 6X6 POST 4X 10 BEAMS 11'-3" 11'-3" \_p,NDSCgp WISTERIA ARBOR FRONT 5 WISTERIA ARBOR SIDE3SCALE: 3/8 1 '-011 SCALE: 3/8" 1 '41 m NOTE: 002682 C ALL WOOD TO BE WESTERN RED CEDAR. OF NV4 SHEET NUMBER:ALL CONNECTIONS TO BE SCREWED GLUED AND PLUGGED ALL HARDWARE TO BE STAINLESS STEEL UNLESS OTHERWISE NOTED Wm2 7t-111" T-I I" T-1 11 7'-11" T-I 1" 7'-11" 71-111" (2) 2x 10 BEAMS 2 2 2 2 2 2 2 10 10 6x6 POST ON 12" DIA. POURED CONCRETE FOOTING GWD : GRANT WELLMAN DESIGN STRUCTURAL INFO LANDSCAPE ARCHITECTURE A!2V GRANT WELLMAN,PLA,LEED-AP 813-318-2525 Ground snow load, live laod 40 psf NT@GRANTWELLMAN.COM GRA fi t. 17 2x8 JOIST 7, 7- 17" -SPACED AT 16" O.C. MAX. Dead load 10 psf L? M RIM JOIST Max j oi St Span 101 1/4if START DATE: 08/25/2022 DRAWN BY: GW Max Joist Cantilever 24 CHECKED BY: GW Max Joist Spacing 161, O.C. JOB NUMBER: 2022-02 2x8 BOX BEAM ON LEDGE k if -STAGGERED BOLTS 12" O.C. Max Beam Span 120 IT Max Beam Cantilever 30 L? bo LLJ FASTENERS: LU PT ICA LA co V) Fastener Make Model Finish LU Q Joist to Ledger Simpson LUS26Z& LS50Z Galvanized V) Joist to Beam Simpson H2.5AZ Galvanized V) V) % -Bolt assembly LU Z X. Beam to Post Thru Galvanized C:) Post to Footing Simpson ABA66Z Galvanized Ln %0 2x8 BLOCKING Bracing Simpson KBSIZ Galvanized This does not represent a complete material list V) —IC14 L12 POURED CONCRETE PIERS Contractor to independly verify all information prior to pricing. k (SEE PERGOLA PLANS) 7 t 2x8 BLOCKING WISTERIA ARBOR ABOVE (SEE SHEET L6.3) C? &T7 Uj L LU 2: POOL DECK: FRAMING PLAN Tx 12"WIDE THICK STONE COPING a— IPE DECKING WITH HIDDEN FASTENERS 0 4 -BLUESTONE TO MATCH PATIO SCALE: 1 /4"= I '-011 2x8 BOX JOIST(CONTINUOUS) -["OVERHANG _j SLURRY COAT Uj U BOLT ASSEMBLY -LATICRETE 254 PLATINUM THINSET STAGGERED 12"O.C.' I"MORTAR SETTING BED > MASONRY LEDGE -LATICRETE 3701 Uj Q 2x8 JOIST 2x8 DECK JOIST AUTOCOVER TRACK 16"O.C.(MAX) JxS IPE DECKING SPACED @ 16"O.C.- Q W/HIDDEN FASTENERS �'LATICRETE LATISIL WATERLINE TILE Z ON LATAPDXY 300 SETTING BED x5 IPE FACIA 2x8 RIM JOIST(CONTINUOUS) 2x8 RIM JOIST (2)2x 10 DECK BEAMS =Z.- 6x6 POST V) JOIST CONNECTOR • S/4x6 FASCIA BOARDS #H2.5ZA BY SST - ------- tj ------ (2 WO BEAMS T -BOLT ASSEMBLY HRU ------- 6x6 POST .......... -------- POST BASE 7 #ABA66Z BY SST POST BASE 12 #ABA66Z BY SST 7 FINISH GRADE POURED CONCRETE FOOTING POURED CONCRETE FOOTING FINISH GRADE ti ISSUED: -08-25 BASE PLAN V. v INTERIOR FINISH 2023 V 2023-10-15 ARCH RELOC. 6<", <,v, (COLOR TBD) A X GUNITE SHELL 2023-12-15 PERMIT SET 4 W/#4 REBARS 12 O.C.E.W.@ 2023-12-26 DD SET V, X 4 z, "1", ✓ 4 1 2024-01-09 PERMIT REV I V, �,!' ,', r\r .\ ''''.�\.`, ,�, t \;,.'� r ,\;r\\ �;. '\,r, .a �.' .�\\-'\'r \ /:.'\f'''%\ rlr�\>\ •\ .\,\t`ti\. `, r!�/`\, ,/\. ,..\��,:- ,\\.��,,� /�' ''/'ire/ \ a, o r / 4 V 6-<� 4- 'A IX 4 Z X x,\, 4:1 >\ �x 4 V V�6CAL STC�NE ""\\,�CRUS46 X, N CRUSHED LOCAL STONE \t6,SEAR bNVi1 WITH VIRGIN SAND. I�,ww4 DS CA,0\v 000'PSF CAPACITY X 2 TO BEAR ON VIRGIN SAND WITH X A PST WE ,LC PSF CA IV 1:ft V PACITY 1A 0 M A L V X "N A\ 026 0 0 V", J22SCA,LE: ,,DECK DETAIL 3DECK DETAIL SHEET NUMBER: I = 1 ,-011 SCALE: I "= 1 '4' L604 01109a024 3 47pm ciusenig�tv)ommntsq-WDRKIGWDICLJENTS1Stackl2_L)OCUMENTATIOA2024-01-09_Stwkdwg,L64, grant WEE" iiiimIiiIiiiiiii GWD GRANT WELLMAN DESIGN LANDSCAPE ARCHITECTURE A oA PROJECT TEAM• GRANT WELLMAN,PLA,LEED-AP SWIMMING POOL PLANS 8 13-3 TWEL5 GENERAL NOTES• GRANT@GRANTWELLMAN.COM UNLESS NOTED OTHERWISE HEREIN,THE GENERAL CONDITIONS OF THE STANDARD FORM OF AGREEMENT BETWEEN ARCHITECT: OWNER AND CONTRACTOR SHORT FORM AGREEMENT FOR SMALL CONSTRUCTION CONTRACT AIA DOC#A107 SHALL PREPARED FOR: BILL BARBA, AIA, NCARB START DATE: 08/25/2022 APPLY. CONTRACTOR SHALL OBTAIN ALL APPROVALS AS REQUIRED, INCLUDING CERTIFICATE OF OCCUPANCY. THE STACK FAMILY BARBA ARCHITECTURAL DESIGN, PLLC DRAWN BY: GWPO BOX 90, BLUE POINT, NY 11715 CHECKED BY: Gw SUBSTITUTIONS SHALL NOT BE MADE WITHOUT WRITTEN AUTHORIZATION BY THE LANDSCAPE ARCHITECT.THE 631 .560.7908 JOB NUMBER: 2022-02 PREMISES SHALL BE KEPT REASONABLY CLEAN AT ALL TIMES. D EC E M B E R 15, 2023 WWW.BARDARCH.COM AT THE COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS, TOOLS, RUBBISH, ETC., CLEAN GENERAL CONTRACTOR: ALL GLASS,AND LEAVE WORK BROOM CLEAN, UNLESS OTHERWISE SPECIFIED. TOM DOWNING CONTRACTOR SHALL CARRY LIABILITY INSURANCE TO PROTECT CONTRACTOR, OWNER AND LANDSCAPE ARCHITECT,AS 26 OLD RIVERHEAD ROAD WELL AS WORKMAN'S COMPENSATION IN AMOUNTS AS REQUIRED BY LAW.ALL WORK SHALL COMPLY WITH STATE AND TABLE OF CONTENTS WESTHAMPTON BEACH, NY, 11978 LOCAL CODES. 63 I -288-1226 CONTRACTOR SHALL FULLY GUARANTEE FOR THE PERIOD OF ONE YEAR, HIS WORK AND THE WORK OF HIS SHEET # SHEET NAME CIVIL ENGINEER: SUBCONTRACTORS. PAVING SHALL BE GUARANTEED FOR TWO YEARS.ALL WORK SHALL BE DONE IN A WORKMANSHIP I_u LIKE MANNER��ND IN ACCORDANCE WITH GOOD BUILDING PRACTICES. PI GENERAL NOTES & SPECIFICATIONS L.K. McLEAN ASSOCIATES, P.C. U P2 SWIMMING POOL PLANS 437 S COUNTRY RD, z � THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE LANDSCAPE ARCHITECT AND THEIR BROOKHAVEN, NY 11719 W I-_ AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING ATTORNEYS' (631) 286-8668 Q z FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK, PROVIDED SUCH CLAIM, DAMAGE, LOSS OR � 0 EXPENSE IS (A)ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR DEATH,OR TO INJURY TO OR DESTRUCTION OF (n D- TANGIBLE PROPERTY(OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING THEREFROM, AND (B) IS U I U CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, OR SUBCONTRACTOR, < N ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS OF THEM MAY BE LIABLE, v Q REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. W Z U = o ALL MATERIALS, INCLUDING BUT NOT LIMITED TO MASONRY, SWIMMING POOL, DRAINAGE AND GRADING, ELECTRICAL, Q ~ � AND CARPENTRY ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THAT THEY ARE IN 1_ ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS,APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS SHALL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE ARCHITECT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS STARTED WORK. OWNERSHIP OF DOCUMENTS: THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE LANDSCAPE ARCHITECT WHETHER OR NOT THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED. THEY ARE NOT TO BE USED ON ANY OTHER PROJECT EXCEPT BY THE WRITTEN AUTHORIZATION OF THE LANDSCAPE ARCHITECT. ! ZIP ZAP 1 LLC I (DEVELOPED/PUBLICWA7ER) 4' HT. POOL BARRIER GATE i DO NOT SCALE THE DRAWINGS. -PER CODE IF A DIMENSION IS NEEDED THAT DOES NOT EXIST ON THE DRAWINGS CONTACT THE LANDSCAPE ARCHITECT FOR ADDITIONAL INFORMATION. 4' HT. POOL BARRIER i I N 80"43'23"E 309.64' CHANGE ORDERS AND EXTRA WORK: ANY ADDITIONAL WORK ABOVE AND BEYOND THE CONTRACT SHALL BE BY WRITTEN CHANGE ORDER PRIOR TO THE WORK BEING PERFORMED. i -_----- - ,' O APPLICABLE CODES: ! �, ,' ,, - _ - ��- �� ;\ ;' r' ;,' ; � ,/ ;/ . /. . . . . . N� �,__-----� \\L.,; _ _ , , , y\ , / I / / • FEDERAL EMERGENCY MANAGEMENT ACT(FEMA) ��' ® '®' ; \\\\ �', / ' {I e { /` �/ O • INTERNATIONAL RESIDENTIAL CODE FOR ONE &TWO FAMILY DWELLINGS, 2018 EDITION Q 0.. •• WITH NEY YORK AMENDMENTS (2020) it 20" B I ! r r DRI - • INTERNATIONAL SWIMMING POOL AND SPA CODE, 2018 EDITION 3 \ / / e + % ! ' ! / ; ' E THI . Lu \ / 14. — I ! + / ,/ EL.16.11 •• WITH NEW YORK AMENDMENTS (2020) \ �' ` -12 ' 11 - ° 11ON • LOCAL CODE:TOWN OF SOUTHOLD NEW YORK \ /',-'' / ' / _ ' r ' STORMWATER SYSTEM It -SEE SURVEY f 16., _ ' PROPOSED WATER SERVICE c mot§" �♦ ' � +f ((1 � ' 12. / ! PROPOSED 45-0' , / .r_ . PROPOSED WATER METER Lu 0 16 RESIDENCE - �— Z 26" - ;1 , /'.y'�, r22 -SEE SURVEY FFE: 18.5i / (/) 12 , , CRAPEPROPOSED O'x45'$�/CiIMMING POOL ; F; �❑ CRAPEa COPING EL: 15.30 ..; , +- S(SEE b-I FORbETA1LEl S i' i; HE ICK WALK EXISTIQG DECK `^ryw.L O01, n I ' I III (y„ �� c �� I �I'\ ....� ;*� {� \\ 34' AKI� 5 1 � LLI 1 VENT Q 10 x 45 ARBOR I ' .. i I (SEE W-2 FOR DETAILS) - - -�-- CAPE ' Z y, �. -�_, I � \, I \\ D� Z ISSUED: _ ---`�I -._..-_(. •r' "-'" ....,_ /� I \\\ CRAPE 6 O> � O 2022-08-25 BASE PLAN / , , - - w\\❑ , \ _ SANITATION SYSTEM 2022-10-15 ARCH RELOC. �_._-____._ _ -' + -SEE ENGINEERS PLANS N \� � --_- --, i �� \ ' \ 2022-12-04 PERMIT SET 16" AK BURIED PROPANE TANK 18"OAK ! I ! 8"PINE �\ '` O \\ 'MON "ON -` S 76"24'43"W 410.00' : 1 LAND N/F OF `i 1 NON ! 1 STELLAS POINTE LLC (UNDEVELOPEDIPUBLIC WATER AVAILABLE) ,t POOL EQUIPMENTMr„• NIF a LAND N/F 1 \ OF \ LOT INFO: SWIMMING POOL LAYOUT- EXISTING LOT INFO: I SCALE: I " = 20'-0" NDsc PROPERTY USE: SINGLE FAMILY RESIDENTIAL PARCEL ID: SCTM # 1000-1 18-3-4.I ZONING CLASSIFICATION: R-40 `` `w m � FEMA FLOOD ZONE: AE-8 (MINIMAL FLOOD HAZARD) WETLANA✓,i YES EASEMENTS: PRESENCE: UNKNOWN 00268�� FOFN LOT SIZE: 1.1 18 ACRES (48,700 FT2) SHEET NUMBER: