Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
46682-Z
�o�S�ffOj,�Grp Town of Southold 1/12/2023 o y� P.O.Box 1179 C* m y, 53095 Main Rd o Southold,New York 11971 CERTIFICATE OF OCCUPANCY \ No: 43758 Date: 1/12/2023 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 2400 Broadwaters Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-1-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/3/2021 pursuant to which Building Permit No. 46682 dated 8/12/2021 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: accessory in-ground swimming pool fenced to code as applied for. The certificate is issued to Last Move LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46682 11 2022 PLUMBERS CERTIFICATION DATED th rize S gnature TOWN OF SOUTHOLD �tio�Og11FF0� coGy , BUILDING DEPARTMENT y 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#: 46682 Date: 8/12/2021 Permission is hereby granted to: Last Move LLC 2400 Broadwaters Rd Cutchogue, NY 11935 To: construct accessory in-ground swimming pool as applied for. At premises located at: 2400 Broadwaters Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 111.-1-2 Pursuant to application dated 8/3/2021 and approved by the Building Inspector. To expire on 2/11/2023. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Bui 'ng Inspector pF SOUlyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 ao sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Last Move LLC Address: 2400 Broadwaters Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 46682 section: 111 Block: 1 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Bensen Electric License No: 5971 ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1 st Floor Pool X 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 1 Wall Fixtures 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 UC Lights Dryer Recpt Emergency Fixture Time Clocks 1 Disconnect Switches 4'LED Exit Fixtures Pump 1 Other Equipment: pump 22013171, Heater Notes: Pool Inspector Signature: Date: November 3, 2022 S.Devlin-Cert Electrical Compliance Form # TOWN OF SOUTHOLD B_ U! ILDING DEPT. �auxn 765-1802 INSPECTION [ ] FOUNDATION 1ST` [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE -SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS. �� ..1 -c', a® �0-vm 0 DATE INSPECTOR �' Of SOUTyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. �`yc0utm��' 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2NDXFINALj0CN----SULATION/CAULKING FRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fil DATE a INSPECTOR �a�F SOUTyo (f/V � * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' . [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [: ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)' ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O REMARKS:: I--Citi E?'y f DATE f V 7i INSPECTOR SO�TyOIo # * TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULA ION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONL PRE C/O [ ] RENTAL REMARKS: 1 ,,gyp[r<<i . C&R-C6��n;) G yfg-,u- Ir 3 9 �9�VVAgv%, o Tire'ul. V �� 4v vi k[Vk EM11 a� �� �i Ire � �� � � �rb, �•/ IA Vl�i V-12 DATE 1/ INSPECTOR a so�lyo� Ll 2 40d '!3ro-otj # # TOWN OF SOUTHOLD BUILDING DEPT. �`y000rmN�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) / ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR �� souryO TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION/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: DATE jffilll-,�Ok3, INSPECTOR In T �# October'21,;2021 Town of Southold Building.Inspector Main Road .. Southold;NY 11971 RE: 75 Haywaters Road, Cutchogue" Building:Permit#46682-Swimming Pool Please be advised that l have:inspected the reinforcing for'the gunite:pool referenced ., above.To the best of my ability and experience I'certify that the reinforcing has been : .. installed correctly. : : .DEC ®.;3 .20 21 BUILDING DEIST. TOWN OF SOUTHOLD BOARD CERTIFIED IN STRUCTURAL ENGINEERING .40SEPH@FISCHETTI.COM FISCHETTIENGINEERING.Cum 631 765-2954 1 725 'HOBART ROAD SOUT.H0LID , NEW YORK 1 1 97 .1. mill 0 1 FOUNDAT16N. (1ST) e 1 • e I o • GH FRAI�117`40: ' i ING INSULATION. STATE lNtR'G)� • 1 1 1 1 • I B - � N IZOW ►_ 6j r � a fes; • SveFoG� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �4% Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only f n � { PERMIT N0. lS' Building Inspector: �._i ` AUG - 3 2021 Applications and;forms must 6e filled out-in their.ehtirety:Incomplete applications will riot be accepted. Where the Applicant is not the owner,an $jiD,DgN*O DE PT. Owner's Authorization form.(Page 2)shall be completed. . : TOS, q, r.i 1: c,-,g Date:8/02/2021 OWNERS)OF PROPERTY: Name:Last Move LLC _____.___TscTM# 1900-111.-1-2 Project_Address:2400Broadwaters Rd aka 75_Haywaters Rd,,Cutchogue, NY_11.935 ry Phone#:631-484-4044 Email:jmoore@johnwesleyvillage,com Mailing Address:75„ Haywaters Rd,MCutchogue, NY 11935 _.._...._._ _..._- _..._... .CONTACT PERSON: Name:James Moore Mailing Address:75.Haywaters Rd, Cutchogue, NY 11935 Phone#:631-484-4044 Email Moore@johnwesleyviIlage..corn DESIGN PROFESSIONAL INFORMATION: Name:JoEll Waldron Structural Designer at WrightEngineers Mailing Address:1645 Village Center Circle, Suite .10., Las Vegas , NV 89134 Phone#: _.. Email:j... ......._. __.(cb- ._.ig _ g _.. ..., __- 702-933-7000 . „ . . ._ Waldron_ wrl hten ineers.com w_ CONTRACTOR INFORMATION: Name:Binkis Property Development, Mailing Address: 971 po box..835_Southold NY, 11. Phone#:1-516-635-8720 .- TF7ai,l.:bin,kispo@icioud.com E,mai,!:binkispo@icioud.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other shotcrete/gunite swimming pool $55,000. Will the lot be re-graded? ❑Yes ONo Will excess fill be removed from premises? RYes ENO 1 PROPERTY INFORMATION Existing use of proper y:residential .,_..,� Intended use»of property:rAeSJdenthal_...._._............._„___w. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to r_4.o this property? ❑Yes HNo IF YES, PROVIDE A COPY. Check Box After Reading:,The.owner/contractor/design professional:is responsible for all'drainage'and storm waterissues'as'provided by ; . Chapter 236 of the Town;Code. APPLICATION ISAEREBY MADE to the Building Department for the,issuance'of'a Building`Permit yursuant to tlie'Building Zone Ordinance of.the Town of Southold,Suffolk,county,New York and other applicable Laws,Ordinances or R. uia#ions,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable,lews,ora... ,cies, uilding code,. housing code;and regulations and to admit authorized inspecto�s:on premises and in building(s)for necessary'iospections.False statements made ere are;, punishable as a.Class A misdemeanor pursuant to Seitiori 210.45 of,the New York State'Penal Law. :' _ Application Submitted By(p n name):james moore ❑Authorized Agent HOwner Signature of Ap licant: Date: STATE OF NEW YO K) COUNTY OF james moore being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Owner/President (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 1 P” day of /f K Ce s 7 201 , 01 blit Garrin C Lanning PROPERTY OWNER AUTHORIZATION Notary Public State of New York (Where the applicant is not the owner) No.O1LA6382861 Qualified in Suffolk County 2 Commission Expires November 5, o I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 y�'g�FEDLkY� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ' Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 .:r rogerr asoutholdtownny..aov.- sea ndlc'�,southoldtownny.gov APPLICATION FOR ELECTRICAL.INSPECT[ ELECTRICIAN INFORM TION (All Information Required) Date: Company Name: Name: License No.: 0 7 email: Address' �C 02i Phone No.: 621 -,7),Y2: 6 'iy JOB SITE INFORMATION (All Information Required) Name' L Address: vo. . . .. ._2� - -.Ini Cross Street: I;,l 6-rt F Phone No.'...:.:: 3 1. BIdg.Permit email: „Tax _Map District:._ 1000. _Section: Block; ..._........ _ Lot.- BRIEF- ot:__BRIEF DESCRIPTION OF WORK (Please Prin Clearly) C Ec; - �►2L ellCircle All That Apply: Is job ready for inspection?: YESN Rough In Final Do you need a Temp Certificate?: YES O Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: . . . . -A # Meters . Old Meter# . __ New Service - Fire Reconnect Flood Reconnect- Service Reconnected - Underground - Overhead :#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information:, PAYMENT-DUE.WITH.APPLI_CATI.ON Request for Inspection FormAs A j a ?/)7 BUILDING DEPARTMENT- Electrical Inspector C � 't TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 ?` Southold, New York 11971-0959 . 4 , y Telephone (631) 765-1.802 - FAX (631) 765-9502 , �r rogerr _.southoldtownny... oM.. seand(ra�southoldtownny..gov � . APP:LCCATI,QN FOR ELECTRICAL.INSPECTI::ON; ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: t_.._._sI-IJ- Name: License No.. r email: Address: .. —' Phone NQ.-: 6 JOB SITE .INFORMATION (Aii Information Required) Name: Address: 0,+_.-_-t?2d _ _.. . _. Cross S#reef: l;,( Phone No:: Iv �. . email` : Tax_Map:Dista{ct: .-:._1000.:. ... ..._�Secfon:. - :. :- r- r.�-- -_ l____ __ ;1 Lot:_ ock. :RIEF DESC:R(PTION O.F'1NORK (Please..P. n.:Clearly) Gc, �: ��Z _ Circle All That Apply: Is job ready for inspection?: YESN Rough In Final Do you need a Temp Certificate?: YES O Issued On.. .,..- Temp Information: (All informatgri required) S:ergice Size 1 Ph 3 Ph Size;:....... ..... .._A #Meters. ... ..... _.. . OId Meter# --.---- New Service _ Fire Reconnect Flood Reconnect- ServiceReconnected - Underground =Overhead # Underground Laterals , 1 2 H Frame Pole Work done on Service? Y N Addifiarial. Information;; PAYMENT.D.UE_WLTH.APPLICATI.ON -R'�t-forl-s eectiori-Forrff-Yls--- —// 7/J PERMIT# Address: Switches Outlets GFI's 1 Surface. . Sconces H H's UC Lts Fans ' ........,.- .. ..... "'Frid`g"e Exhaust Oven W/p Smokes DW Mini Curb n - . -' _.. .__......._ - .. e er t Combo'.;.._. , Cookrop - _.,.. ... Tr ; . .. A6 AH ood ervice _.. .....,.............. H U 5peciaL nips ' ave Comments: �!L'� ' �. r- ........ `C v� -t, DEED LEGEND: NORTH PROPERTY LINE �- LOT LINE - EASEMENT _ BUILDING FENCE x--x-x-x-x-x-x-x-x- BRUSH LINE. TREE LINE 59 is001 MAJOR CONTOUR L INE _215- MI NOR 215MINOR CONTOUR LINE 217 SPOT ELEVATION x 15TpA GONG TREES � DECIDUOUS CONIFEROUS 0.05x, / WALL __---WALL k4.64 0.2,t ' a65 S 80 a 04.30„ E 1 t O 3 3 / o a / � 4•j 4,10 1'61\8.. 4.49 FENCE 41685 99 CEDAR '1 S SHED 4'PICKET F a 02 L COVERAGE CALCULATIONS: TOTAL LOT 79.218 SOFT. �• / 3.312 SO.FT. 3.8'S 9 E��E DOUBLE g6 BUIILDABLESLAND 75.906 SOFT. (O / 5' 16" FIR\ �% 175 20" 7 / 4.56 SHED f5 8/ 4.68 .�3 tt OAI, _001 Q /3� Oi 590 2 FENCE 9 8• / 9.26 EXISTING HOUSE 2.002 SOFT. (2.63%) EXISTING GARAGE 394 SO.FT. (0.51%) 39 L" WOOD 1359, / 0.2'S 60 / x MON. DOUBLE PROPOSED POOL 576 SO.FT. (0.76%) .9 TEPS 9 FND. PROPOSED BARN 1.250 SO.FT. (1.65%) / a 9 / `� x W'AL1S_-_ 8o H LD 4512" FIR 10 80 oPILE 1O`V 4 / \ 3• 555/ /� ��� _ _ x 10• _\J 17" TOTAL EXISITNG 8 PROPOSED 4.222 SO.FT. (5.56%) ♦�\ / ' / g 32 9. / / DOUBLE 1g OAK VINYL \Ii 1a CA Q 453 / WOOD $X13 /9 910' x x' 0.70 1064 85 i 1t0' � t 99 /'\ t3• TREE �� � �� ^7h •3 �`�.38 � x / / ;EWTAINING . 8.59.1y8g x �1210• t% g5 9WNDY �\\\ 0.`7'S p1 �• -o-/ / Q�" 7 / g 5o LL 9 9 100 16.20 5.97' AC ®" 10I`=' NOW � OAK N/F o• ' a -x r M ,.N �df� 2.12 51 ^ 1 RELOCATE VIRGINIA / 00 x 508 34" 0q/ w� 42.28' '`� 13.6 x EXISTING RgylA\ all OAK 744 6 as I 2 STORY X181 UG ELECTRIC DUPREE PILE° / t2" / WOOD 12.3 ao dzo FRAME 26" 16 6 g5 / STEPS/ ENT, o 0-o I FRAME I t319 OAK \h�9 (DWELLING, PUBLIC WATER) 00 0 N O .005 a9 OAK / x / "� o v Fo � / x $ H 004- l / I,,z I IST F 14" ` 15 7 e ` 5 5.34 165 0 6 9 N_w FLOOR 1,60 I a' "' -Wit_ 2 36 �s / 618 / // 8 8 9• (QjU 2ND FLOOR 1.200 SQ.FT N PINE �� 5 30., pt 4N�. \ 22" / 6 ~ I T I E \ OAK \ 0 6 / 18 7.5 I 0 RIDGE 0 6 \ 4• / 06 OAK / OAK / x Ow 2ND STORY ELEV. ..L� 7 p 3 / to TREE ` 9a / 4.32 2 g6 618 / \ WOOD U CL --_ •32.76 rn Ia j` 5 \ RETAINING 26.11' 10.11' Ni UG \� to?1 1 0.7'S WRODEN 12" \ WALL \. 93 .3 FLIOOR 8 2 VSTEPS OAK 12' 3 / \ \\ t0 10.28 1 DG ELF V. SLATE 11.58 0 OAK to A \ 19 6) / OAK x40 14.. I / g 69 ,0?8 FI �i •1280 2 In PORCH x T: 17 /h FENCE C) � 1 10• 1.45' K It 6 1138 1t• 2 p0 SAS POST CEDAR \ to,a 35 COL. V AO UD \ h / 12• s 2 20" FIR 78.23 I \ ST K-' 12.3 6 R H. t \\�\ PROPOSED POOL \� N rn 14 65 x X/ 84 / 10" t2 \ �\ E 1x 36 v1N h \ n' t5 t0. Vim' / \I x OAK \ 'p\ t0 j I �_\��� STONE 101 22" N a9 1a 02PN 561 16" I 4" \ \ 1 \T-- BIRCH 1a 12 461 Ita•51 1 M /10" \ \ OAK 91 10" OAK \ \ \ - 10 6ays~i0 °� 3.53 3 61 ��M BLK 16„ �_ _- 8.. 00 CEDAR Tido/ wetlands boundary delineated by En-Consultants. S. \+ 1520 5 615 OAK \ \ \ 26 \ \F ��_.� tt• 8 7.99' BLK f -----_OAK 1 Ot pp os depicted an the serve prepared b !'9nneth M. wo Chuk t 24" '-^ >n \ � tt 1x \ 1 < ,6 Lod Surveying. Y P P Y Y ���� 8" 5 \ \ OAK \ \� C� / 11.6 2?'s.0 .6 o0 13• ?0' t505 y q PLLC. lost doted February 24. 2015. CEDAR \ 9 \ \ \� , 22x L� 1.69' 10.71' �SF stoFF(Ded-opproved by NYSDEC on Morch f8. 2015 ` �� 37 ,1 \ \� 10.2 \ 12 6a Q III ra. 14" �1 (TIM +af-4738-04392/00001! ``� ASPHALT 12• a PROP. �K ( OAK 8.. \8, s+ , 10" 59 �' \ 10 i18 19 RIVE TNF3BIRCHta00 / 6 8 a 1 0 GEN. t3•gg 4 2 8 16. 4 OAK 116\ 8 BRUSH ` S,+ OAK \ \ \\ �� �,F, // \ 0.2 x gg 11.2 x 165 °Q GARAGE C' 1 OAK x L 3 SPARTINA S. OC'� 'R / O� / \ 10• x GAR. DO 6' 14" 7r + \ Al61 j ELEV. PROP. 1 N _-- \ ♦ q0 \ \ 00 \ D° / '� \ 12•?4 1 t 15 13.2 POOL 8.. 10" \tZK \ g,. \ \ / Q2 8 6 /� OS 6.. 14' t1 20.3 . 8" HEATER SAS SAS 9 \ OAK 'z \ \ Cr+ PROJECT ^ / 1 / rv3l 0 CEDAR OAK -1/2_\1/ ,38 ' 48 6 j3 07 HICK 1 2 19 3.5 10" 8" \ \ F 19 \ / \ C 10• c� 4 G7 2 12• 13 .13• SAS 0 t2" \ 00 10 a + �_ 5, 12" 15 1MITlNC T G I UBBEL AN BLOCK 1 / ,122 7 1� t t4: OAK OAK LAK ,8 Ct9.a 02 9t \ OAK {'\x ENCS / \ �y ` \1/ DAR \ \ 0• WETLAND`\ \\2. x \+ a 70 5 \ / CUR o.2 /\ ��_ �_ 12" 4.3 1'. AREA �+ \ ,3 / t0 6 Sot 10.15 0 46 1 CEDAR 8.. �/ -� OAK ( 0j, e .� 3.312 \ \ 14" ` \ x7• 7" ti t0 10.30 O 10 \ `' -� H�ZK2 �� \_ 1290 \ g5x1 1 10" \ 21:15 N 27 29'25" W SOFT. \\ \ \ +\ OAK 5�2 \ I / 10 -.0 �_-- 20G 12 HICK 13 uT \ 12.. DOUBLE 9 1 CEDAR �// �-- to• n \ OAK \ \ a 5a + g \ / 15" FIR8.6 �Il w-`��' -� 1 19.16 ---�� \ \ �+ 4.2 ` 1 " 92 L�I% DOUBLE \ 6 \ 1 K \ 6S• \ OAK DOUBLE \\ \ 2 \ I 7" FIR \ x4.31 + CEDAR 17 _ 9•gBTOMB 7" FIR \ - \ SAS t1 a8 \ \ t6 2108 DOUBLE �'} \ 7" /� ,8. 7" FIR 0 3 �\ \\\ +� OAK I STON 24 \\ s^' / \ 8 N ,s e 0 \ Sr+ \13 86\ 1 OAK \\1 \ X214 �_ SAS 1 Stx` 15• \ X10 x \ 1100 DOUBLE 2 . - � \ \ O� \ 10" � 1 1 � - g ti.� 08 81, 011 /ryOF� 38, /� \ \ D\\ BLK SAS t• Oa \ 15" ` 3 t PINE 23x 1 \ PROJECT \ \ 79 WLNT \ \ g10AK 2a'`�1� 17" 1\ 6 1 LIMITING 8 6 9'' \ �� ISTRICT 1000 g6 20" 1 DOUBLE FIR \ \ F\+ T \ FENCE OAK \ \ \\ \ SECT ION 111.00 1t t9 \ 11' OAK 6" FIR 0.2E N ` 1 ` \ \ 14 3' 1` \ 50 BLOCK 01.00 8 8., 6" a 8 CEDAR •a3 2 'i� 41 611 88,6 . x3' g" 1 9 S \ 6.. 16�- -- - - - 10" \ y' \ OAK XO \ LOT 002.000 g., OAK ` OAK \122 g; 1 18 3 ♦ 1 \ 9 2 + \a 8 s \ BEECH p 1 9" \ CEDAR \ 8 -o - i 18• \ ;- CEDA �'I, \), \ \ OAK OAK \� \ \ �\ AREA- 79.248 SOFT. 11.2 �� O � 14" i\ g'.. 01188016'00" \ \ 16 8. k 1.. g1 S `\\ OR 1.8193 ACRES 'cjC VCOAK OAK \ 25• I FI �. 8" 1 \ F I „ R 1 N W 113.3 >I a 2a AK \ - \ -� �� �q 9 g ' D2'N 1' \ 3 541�x t2 / b OAK 7. O F \ \\ __ ______ / OAK \Mqp�°(`7ta 06 OAK , OAK ,9 21 a 1g 5 COL. ,1 9 5 I36a 50 / a' FNC a• I\ \1 6t x \ �, G' \ 24.. 64 \ 6 ( ? / 2 FNC / 3 9.. _ / . \ � / t 0• 111 62 1 12.. / \ �\ o \ 1.6 S /'� N o �/ _� \ \ F` 54 OAK ` \ 105 X 14" T�'6 11 12" 8.. 0.3'W l I / 1 CEDAR 1 ` g \ 3• \ . G 5 \ x \ \ I CEDAR / / 8' ?'28,10#8 n I \ x � �0 \� BEECH \ 8� \ 8.31 `� OAK ` OAK BEECH 10" 12" A CED R \ \ 111/ 16" g 1. a\ \ 91 `'O \ _ ---- _��\ 1 ,0•• N O7" \ 11.4 \ OAK 5. CEDAR 12" \x \ K 59 C' \ -�=ice_ 10.3 OAK ( 02 OAK 13 v 1 20 \\ 7.3, , 5.2� / \ OAK PROJEC \� t06o I 1 Z h CEDAR a? 12" \ 20 C, I 15" ` -, O \ �_ YZ\ LIMITING ( 1 ' 9.. cv EXISTING -�- _� \ G , I 4 Lr OAK WATER SERVICE \ 5•a� \ \ �' 3o FENCE -, 6" 16.84 \ OAK \ \ ^� �4 . 8 \ �p � � O �\ BEECH � %� � 46 o TO REMAIN \ \ 5 8 HICK \ n �-- \ a• 12" �01 \ X�_ L�X45.2 GUY i- \ 05 ` 12" \ 0 19 \ a x 9 -� L. \ a ` \ I ,a. \ 0168" x2 \ -x� a• 89 n OAK 8 5 _� 89 x 7" CEDAR / x x� 6• HICK �� 69 �� \ I t1• a0 BEECH\ 61, ^1 I\ �►,., \ a1 x�-x 49 \ G� 1 \ 8' -+ \ 18. 9" �- pq \ Bg �++ PROPOSED ROAD ABANDONMENT \I/ 4 8 \\ \ 5 x�-x x� /� IG \ B \ 6 �\ 8�1 \ v+ x OAK 6 ` x x 7 NY \ 12" 12" \ OAK �� g 56 17.. 6.245 S0.FT. 5\� x \ 3 SP it RAIL_x�x \ 2 .24 \ a2 OAK \\ �\ I \ g,2 2 21 OAK 12' \ L FE 19 6. .. \ �� t ' I OAK aY S x NCE x. 10 ` 5 \ 6N,9 12 CEDAR \ \ x--- `��l \ 1.11 x �� 14" x' / \ g9 8" \ 19 3 �T- 5I, \ ) �-x x\\ \ BLK -'1 OAK 18 7" 9.30x / 0 t1. OAK OAK \ 13.3 \ 5• WLNT Lam' CE A 2 14• I 16• p 8 60 9 " � 8 CEDA%4 ' \ \ "1 5.5__P 1 6' 8 OAK �1= I \ 51$386 \OAK 2 \ 12 - 8 0 G \ 9561RCH '11 15" OAK \ c^ \ 5.18 a � 15.. � / 12 OAK \ �6" �g0 10 i g.. Ln I \ MAILBOX "� \ \6• EN _ OAK �7• OAK ` \ 12" OAK x ` 2 1g WM ( t0 .2 k 4.9S 850 / 1 OAK \ 6" OAK \ O I / OAK / 42 a I 0 x 111 \ a \ x k 4 85 7" 9 / 2.47 \ SAS t,8\8" .. 4• ® 5' x ` 1 91 \ x56 6 OAK � � g.. 03 \ ` � OAK o 214 O S 88016'00" .61 BOULDER 5.28 3gx SIGN x6.5g \� k\k 1 ,126 ( 10" \ ` \ OAK 11 10 \ 191 tO.. 1 E 34.60 j9 5 Q � \ $" ti„J \ OAK 1\ 6:2 10•, OAK x ,5 3'SPLIT x 1 92 l\\ k \ 10" OAK R xa 9 x 4• EXISTING 6x \ \ / 3 S �k `^` \ \ �� S 27°45'30~ f RAIL FENCE�\ 9 x/ 9 ELECTRIC 5.5 �_ 1 6.20 \ �J PL/r R�k\ OAK \ OAK\ OAK OA t1 ` \ N/F xas� 46 To x c F k �� 5,14 g5 \ 38 g 99 Elvt\k ` \ g0 g..\ 1 36 tv GUY k N. f0.60 REMAIN 5 \ E \k 2 \ \ 16 1 1a o 8.0'W FND. JOAN \ 6? \ SAS ,1. x x k�x \\ \ 611 619 \ k .21 \ \ 61 g•� - 0 8 HEL g K E A T I N G 04 611x SAS k\ 8 �\ tt 6" \ 15" t6 BEECH t3 FtC - CLUSTER k ` \ \ O\ SAS OAK `^'12" g• 7' k 2.31 \ 150 \ PP g4 \ \ x OAK 0 11" p / 91x PP k\k \ \ 20-1 p 33 1 \ \ \ 12" \ v 10 ggx 17 5.9'S \02.29, 10" \ OAK O)\ x10 6 OAK \ \ BEECH 18 16.. k\k \ 0 \ 8., 11:31 \ 10. A / x ,0? OAK a:g VV 1 OAK \kx T \ \ \\ I a \ /E LINES BETWEEN 11.019" i A x k N 6 1 EXISTING MONUMENurmll OAK T •10 ( \k\ 1e 1L \ 1 83 \k\S��0, 1a?6 10" 562 ALONG IRREGULAR CURVES � kms/ OAK OF FILED MAP LINES \ 1 \ \ _ 16" 9" \ OAK � 1gx `OAK 3 ,v' SQL T \ BEECH \ OA .16. 3 1 4o k 1 44 \ \t k, �\ I \ 24 1 /TY 8• 10� \ Elv I GUY\ 12" OAK' � ` \ \O to 12 I� 10.9N OAK 11 ,� / 44 ` D 0o x \ \ \ OAK 15.31 15 a 16„ 62 9" 7.. 10• \ \ \ PP "\ OAK 16.26 OAK OAK t 31 + �I O12"AK �\ OPPN k\k\k�x NFENCE i5 01� �- --_ .Ofp +/ O (DWELLING, PUBLIC WATER) 12" _x-�x� 11 x/1801 11.45 OAK 68 3'SP�jx�x 7 + ENCE 15•. / RAIL E 36 ?'ZS. O10 1AK FENCE 1501 1< E \t3 (^ 12 46 \ SIGN �\ FENCE ) 4.92 \ (VACANT) \ 14 ' x \ 0 13.41 )X14-01 1514 WATER 1 0 g'Q VALVES 1530'�1541,P \ (DWELLING, PUBLIC WATER) \ CERTIFIED TO: LAST MOVE LLC WESTCOR LAND TITLE INSURANCE COMPANY UNAUTHORIZED ALTERATION O ADDITION TO A SURVEY IAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION O SECTION 7209.SUB-DIVISION 2.OF THE NEM YORK STATE EDUCATION LAW. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY NARKED WITH AN ORIGINAL O THE LAND SURVEYOR'S INKED SEAL OR NIS EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY CODE OFAS PRACTICERED FORILAND SURVEYS ACCORDANCE ADOPTEDWITH EBYKTHEING NEW MAP REFERENCE: NOTES: OOSK STATEAID LASSOCIATION BS HALOIERUNONALYATD SURVEY- 'AMENDED MAP A OF NASSAU POINT...' 1 ) DRAWING IS BASED UPON AN ACTUAL FIELD SURVEY OF THE PREMISES FOR WHOL THE SURVEY IS RNEPARED.AND ON HIS BEHALFNG TO FILED 8/16/1922 AS MAP #156. PERFORMED IN AUGUST. 2020. ALL VISIBLE IMPROVEMENTS ARE SHOWN INE TITLE C L ED OOVERNNENTAL AGENCY AND LENDING DRAWING TITLE DRAWN BYE INSTITUTION LISTED NEPEON,AND TO THE ASSIGNEES of THE HEREON. NG `ENABLE INSTITUTION.CERTIFICATIONS ARE BNOTSE TRANS- Neil G r a n g e TOPOGRAPHIC N& BOUNDARY SURVEY FERABLE TO INSTITUTION. INSTITUTIONS OR SIIBSEOTRAN 2) BEARINGS SHOWN HEREON REFER TO THE DEED BEARINGS. OWNERS. 3) ELEVATIONS SHOWN HEREON REFER TO THE NAVD88 VERTICAL 2400 BROADWATER ROAD CHECKED SY2 DATUM. NG LICENSED PROFESSIONAL LAND SURVEYOR CUTCHOGUE DATE` NEIL GRANGE N.Y.S.L.S. r 049854 (516)299-6666 TOWN OF SOUTHOLD JUNE 14, 2021 SUFFOLK COUNTY STATE OF NEW YORK SCALE: P.O.BOX 893,SYOSSET,NY 11791 I"= 20' \2400 broadwater to client rev. 6/14/2021 6:05:57 PM ! 7 ID DATE(MM/DO/YYY1n ACokv CERTIFICATE.OF LIABILITY INSURANCE 07127/201 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 endorsemeilt(s). PRODUCER Your Choice Advisors,LLC CONTACT 333 Jericho Turnpike PHONE FAX Suite 220 576-933-9336 Arc N„212-404-4604 Jericho NY 11753 AE'DmDARILEsr,:-john@yburchoiceadVisors.com ourchoiceadvisors.com INSURERS AFFORDING COVERAGE NAIC p _ INSURERA:WeStern World Insurance Company 13196 INSURED binkis Property Development LLC INSURERS:Allstate Insurance Company +19232 PO Box 835 Southold NY 11971 INSURER C: INSURER D: INSURER E INSURER F: I COVERAGES CERTIFICATE NUMBER:1 REVISION NUMBER: THIS'1$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.LIMIT_S SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. «AOIII.�St7BR1-MMLI UVfF MM IC EXP LIMITS LTR I TYPE OF INSURANCE I POLICY NUMBER A ✓ COMMERCIALGENERALLIABILITY r/ I 14PP8803603 0512012021 05120/2022 EACHOCCURRENCE $1,000,000 Dnr�fAGE resRENTEU 500;000 CLAIMS-MADE ✓❑OCCUR 1 PREMLSES LEa oxurrence�w $ MED EXP Any ono ersan $15,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE. $2,000,000 POLICY ✓❑JECT E]LOC ff (PR_ODUCTS-COMP/OPAGG $2,000,000 OTHER: I I�y $ B AUTOMOSILELIASILITY ✓ 648915206 112812020 11/28/2021 COMBINED tSINGLE LIMIT, $1,000,000 ANYAUTO BODILY INJURY(Per person) $ OWNED ✓ SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Peraccident) $1,000,000 UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADEI AGGREGATE S DED RETENTIONSI� $ WORKERS COMPENSATION PER I I OTH- AND EMPLOYERS'LIABILI Y Y/N STATUTE ER _ ANYPROPRIETOR/PARTNER/EXECUT1VE ❑ N/A E.L,EACH ACCIDENT $ OFFICERIMEMBEREXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes;descn'be under ` DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ i I DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Town of Southold-building department,Town Hall Annex 54375 Main Road P.O.Box 1179 Southold NY 11971 is Included as additional insured for ongoing and compelled operations on a primary and noncontributorybasis with a waiver of subrogation per provisions of attached endorsement#CG2010 and#CG2037(or equivalent) CERTIFICATE HOLDER CANCELLATION Town of Southold-building department, Town Hall Annex 54375 Main Road SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE P.O.Box 1179 THE EXPIRATION DATE -THEREOF, NOTICE WILL BE DELIVERED IN Southold NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD-25(2016/03) The ACORD name and logo are registered marks of ACORD Produced using Forms Boss Web software,www.FormsBoss.com;?Impressive Publishing 800-208-1977 DATE(MM/DD/YYYY) A�o® CERTIFICATE OF LIABILITY INSURANCE F7/30/2021 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(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 NAME: Kenneth A. Williams Islip Agency, Inc. PHCON o Ext: 631-581-0100 a Ne:631-581-3211 241 Islip Ave., Route 111 E-MAIL ADDREss: kenny@lhagent.com Islip, NY 11751 INSURERS AFFORDING COVERAGE NAIC# INSURER A: INSURED INSURER B: Binkis Property Development LLC Development INSURERC: PO BOX 835 INSURERD: Southold, NY 11971 INSURER E: INSURER F: ShelterPoint Life Ins Co 81434 COVERAGES CERTIFICATE NUMBER: K0001 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR V POLICYNUMBER MMIDD/YYYY MM/DDIYYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE FlOCCUR PREM SESAMAGEOEa occurP-TErence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'LAGGREGATELIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO- JECT F—] LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE I I ER ANYPROPRIETOR/PARTNER/EXECUTIVEElE.L.EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED? N/A (Mandatary In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ ALL OF THE EMPLOYER'S F NYS DISSABILITY LAW Y D273435 /02/2021 4/01/2022 UNDER THENARE ELIGI BLE DISABILITY STATUTORY L (DBL) INSURNACE BENEFITS LAW. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Operations: Property Development Town of Southold-Building Department Town Hall Annex 54375 Main Rd, P.O. BOX 1179, Southold, NY 11971 Named as additional insured as it relates to the actual policy form, endorsements for ongoing and completted operations on a primary and noncontributory basis with a waiver of subrogation per provisions of attached endorsement#CG2010 and#CG2037 (or equivalent)Subject to terms, conditions and exclusions of the actual policy at time of issuance. CERTIFICATE HOLDER CANCELLATION Town of Southold-Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Hall Annex 54375 Main Rd THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. P.O. BOX 1179 Southold, NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 17- NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,.MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE a' a A A A/A A A 813029061 1� NEEFUS STYPE AGENCY INC `. 711 UNION AVE' PO BOX 2340 � �"' AQUEBOGUE NY 11931 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BINKIS PROPERTY DEVELOPMENT LLC LAST MOVE LLC PO BOX 835 2400 BROADWATERS RD SOUTHOLD NY 11971 AKA 75 HAYWATERS RD CUTCHOGUE NY 11935 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11477144-8 730925 04/03)2021 TO 04/03%2022 7/27/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO, 1477144-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK. WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.N.YSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER 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, BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 142180001 i -9A 8/2/2021 Mail-jmoore johnwesleyvillage.com-Outlook ' Ajrk' ' a fJ� "19 k +2 t W 6411#0& t C tri +� Dept. +apt r, UT UMNSE WI This "W •oA 00K* 1 LOPW A t-C www fly taw Courov -44744 060* 001 i f= https://outlook.office365.com/mail/inbox/id/AQMkADIhMDkxOGMxLTk4YWMtNGQxYi05MmQOLWZkMW RmMjFmY2VmZQBGAAADn9LOrgDzZEKjwD... 1/2 © RIGHT POO L STRUCTURAL DESIGN engineers Las Vegas PROJECT: HAYWATERS RESIDENCE 1645 Village Center Cir Suite 10 PROJECT No : SNL211590 Las Vegas,NV 89134 (p)702.933.7000 CLIENT: LONG ISLAND POOL& SPA 800.933.7611 NV@wrightengineers.com DATE : 7/5/2021 Irvine ADDRESS : 2400 BROADWATERS RD. 2 Venture Suite 200 CUTCHOGUE,_V 11935 Irvine,CA 92618 . Y (p)949.477.4001 Of pl CA@wrightengineers.com Phoenix 1759 E.Queen Creek eke d e v�`,co Chandler,AZ 85286 4 g (p)480.483.6111 q AZ@wrightengineers.com Salt Lake 9160 S.300 W. Suite 2 0 76128 Jf Sandy,UT 84070 (p)801.352.2001 p�7or-C.S.CJIOe, UT@wrightengineers.com wrightengineers.com ENGINEER'S SEAL These calculations are the sole propertyof WRIGHT CONSULTING GROUP,INC.dba WRIGHT ENGINEERS and may not be reproduced In whole or part withoutwritten permission.Calculations are valid only for the above named project and location and are not valid unless engineer's original wet signed seal is affixed. BASIS FOR DESIGN 1.CODE: 2018 IBC,2018 ISPSC 2.CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH fc=4500 PSI(2500 PSI USED FOR STRUCTURAL DESIGN) TYPE V CEMENT WITH MAX.WATER/CEMENT RATIO: 0.45 3.REBAR: 3"CLEAR COVER FROM SOIL MIN.LAP PER SCHEDULE: BAR: #3 1 #4 #5 GRADE 40(MIN.) LAP: 18" 24" 30" 4.SOIL REPORT: 2018 IBC(WORST CASE) 5.THE ACCOMPANYING POOL CALCULATIONS AND SKETCHES HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COM PLETENESS NORMALLY EXERCISED BY REPUTABLE STRUCTURAL ENGINEERS IN THIS OR SIMILAR LOCALITIES. THEYARE BASED ON SITE INFORMATION PROVIDED BY THE POOL CONTRACTOR,AND ON THE ASSUMPTION THATTHE SITE DOES NOT CONTAIN EXPANSIVE OR COLLAPSIBLE SOI LS,HIGH WATERTABLE,OR OTH ERADVERSE SO]L CONDITIONS(OR THAT WHERE THEY DO EXIST,THE POOL CONTRACTOR HAS MADEALL APPROPRIATE REMEDIATION MEASURES INCLUDING THOSE RECOMMENDED BY THE SOIL REPORT)AND IS APPROPRIATE FOR STANDARD POOL CONSTRUCTION. THEYASSU METHAT ADJACENT LANDSCAPING INCLUDING TREES WILL BE LOCATED SO AS TO NOT OVERLOAD OR OTHERWISE DETRACT FROM THE STRUCTURAL INTEGRITY OF THE POOL. THEYASSUMETHATTHEWORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS(OR CAN BE)EXPLICITLY SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 6.EXCEPT AS NOTED OTHERWISE BY THE SOIL REPORT,THE FOLLOWING SHALL APPLY TO ALL SOIL NOTED AS-COMPACTED FILL": ON-SITESOILS,MINUSALLDEBRIS, OVERSIZED MATERIAL(GREATER THAN 6 INCHES)OR ORGANIC MATTER,MAYBE USED IN FILLS. IMPORTED MATERIALSHOULD BE COMPATIBLE WITH ON-SITE SOILS IN ADDITION TO BEING SUITABLE FOR IT'S INTENDED USE. SELECT FREE DRAINING GRANULAR MATERIALS SHOULD BE USED AS BACKFILL BEHIND RETAINING WALLS. FILL MATERIALS SHOULD BE PLACED INA HORIZONTAL PLANE IN LOOSE LIFTS GENERALLY NOT OVER 8 INCHES IN THICKNESS. MATERIALS SHOULD BE COMPACTEDTO 90% PER ASTM D1557.THESE PLANS SHALL NOT BE USED WHERE ACTIVE SOIL PRESSURE HAS BEEN DETERMINEDTO BE GREATHERTHAN 60 PSF/FT BY AN APPROVED GEOTECHNICAL REPORT. 7.CONCRETE CRACKING IS A NORMAL AND EXPECTED RESULT OF CONCRETE CURING,AND THE EXTENTOF CRACKING IS HIGHLY DEPENDENT UPON WORKMANSHIP, CONCRETE PLACEMENT,MIX DESIGN,CURING METHOD,AND SUBGRADE PREPARATION. THE CONTRACTOR IS SOLELY RESPONSIBLE TO ENSURE THAT PROPER CONCRETE MIX,PLACEMENT,SUBGRADE PREPARATION,CURING,AND WORKMANSHIP IS EMPLOYED TO MINIMIZE CONCRETE CRACKING. 8.IF GROUNDWATER IS PRESENT,A HYDROSTATIC VALVESHALL REINSTALLED AT THE LOWEST POINT;OR OTHERAPPROVED MEANS SHALL BE PROVIDEDTO PREVENT BU OYANT U PLI FT. 9.THESE DRAWINGS REPRESENTTHE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THECONTRACTORISSOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,PROCEDURES,LAGGING,SHORING,BRACING,FORM-WORK,ETC.AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. 10.ALL INSPECTIONS REQUIRED BY THE BUILDING CODES,LOCAL BUILDING DEPARTMENTS,OR BY THESE PLANS SHALL BE PROVIDED BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING DEPARTMENT.CONCRETE SPECIAL INSPECTION IS REQUIRED WHERE POOL STRUCTURES WILL BE USED FOR COMMERCIAL OR PUBLIC USE. 11.THE AIRCONTENTIN THE CONCRETE MIXTURE SHALL BEAT LEAST 6%. 12.BY USING THE ACCOMPANYING POOL CALCULATIONS AND DRAWINGS,THE CONTRACTOR AND/OR OWNER-BUILDER ACKNOWLEDGES AN D AGREES TO THE ABOVE. NOTE 1:,ALTERNATE SEAT CONSTRUCTION: RIGHT POOL WALL MAY CONFORM TO SHAPE OF SEAT CONFIGURATION. e n e e r s ®F WALL THICKNESS AND R=BAR PER STANDARD POOL WALL.SECTION g�;y 76128 ARCFESs10NP��' JUL ® 6 2021 12" (3)03 (MIN-)CONT. AT BOND BEAM N tu 5-1/2" TYP. B Q1 03 w �RT At 12" o4, uko Q 03 WORM AT 10" o c. C u SEAT AS _ OCCURS oc o q TYP. ul_ RADIUS = 1'-0" MIN. i I E 2'-01f 2'-011 F ' C, /I �1=III H � K IL Ir 03 At 12" o c. EACH WAY, TYR U.N.O. P40 POOL WALL SECTION NO SCALE 2 PROJECT: No: SHEET: NOTE 1: ALTERNATE SEAT CONSTRUCTION: RIGHT POOL WALL MAY CONFORM TO SHAPE OF SEAT CONFIGURATION. e n g i n e e r s WALL THICKNESS AND REBAR PER STANDARD POOL WALL SECTION r 11 A a' QQ ` rf 4 76128 �! S►ONP y" JUL 6 6 2021 12" (3)03 (MIN)CONT. AT BOND BEAM N A � tu 5 1/2" TYP. UROLLI _ ; x 03 HORIX.AT 10" oz. '` Lu SEAT AS w _ OCCURS $ o 3" CLD of in TYP. _w RADIUS = 2'-0" MIN. 2'-011 21-011 ii � � III_III.:... S VERT.AT 6" oz. I *3 AT 12" o.c. i EACH WAY, TYP.U.N.O. P 5 0 POOL WALL SECTION NO SCALE 3 PROJECT: No: SHEET: NOTE 1: ALTER-LATE SEAT CONSTRUCTION: RIGHT POOL WALL MAY CONFORM TO SHAPE OF SEAT CONFIGURATION. engin e r s Of WALL THICKNESS AND REBAR PER STANDARD POOL WALL SECTION A L L4, 0. e 761 JUL 062021 12" (3)03 (MIN.)CONT. AT BOND BEAM N w Iii; A a 5 1/2" TYP. Lu B UN.O ASLu •3 HORIZ At 10" oz. w SEAT p w OCCURS OC O 3" CLR D Lu C'd TYP. 5 I/2"_w RADIUS = 2'-0" MIN. 2'-01' 21-011 �IIII F i III •_::.. / 1=III ;,. H L 111_111 03 3=1 NORIZ 6 AT s; oz. i 03 VERT.AT 6" or— I 03 AT 12" o c. i EACH WAY, TYP.UXO. P65 POOL WALL SECTION NO SCALE 4 PROJECT: No: SHEET: NOTE I: ALTERNATE SEAT CONSTRUCTION: RIGHT POOL WALL MAY CONFORM TO SHAPE OF SEAT CONFIGURATION. e n g i n e r s WALL THIMESS AMC) REBAR PER STANDARD POOL WALL SECTION r 76128 �p9o�CSS10�\�'� JUL 0 6 2021 12�" ' (3)03 (MIN.)CONI. AT BOND BEAM A � w 5 1/2" tYP. `...' B d Lu 03 HORIZ.At 10" oz. UTLO 5 I/2" C O SEAT AS Lu tu N (oil w _ OCCURS O 3" CLR D d Lu > io TYP. gll -LuRADIUS = V-0" MIN. \f� 3.40.. yu -1I 1=1 I I i K L149 03 NO 6 AT R Z I . oz. I f -�i=I 43 VERT.AT 4" oz. I 03 At 12" oz. i EACH WAY, TYP.UNA. #3 VERT.AT 6" oz, °3 HORIX.AT 12" ac., 2 1/2" CLR FROM WATER FACE. P85 POOL WALL SECTION NO SCALE 5 PROJECT: No: SHEET: RIGHT e n g i r s 76128 Ao �sl,Ol� JUL 6 6 2021 1211 VARIES (3)N3 (MIN.)CONT. W- AT BOND BEAM } 1 1 T 12 o.c. 03 T A '< VER 11 F II - •3 AT 12 oz. HORIZ T 6 o.c - - - - '3 A _ Z R I _ —I •, _III I I � ACN WAY N . s _ I I� E P G AC ANF E E U \ — � 1 � N I F I cq lJl = I — N QL I Q 1 } I— � � �r o Lu :::.:.. ccl ALtERNAtE CONFIGURATION �. \ I—III— ��;';� �:%• .;�<' — —— — ——— TL SECTION THRU TANNING LEDGE NO SCALE 6 PROJECT: No: SHEET: RIG T e I e e r s CID $� 76128 JUL 0 6 2021 611 2411 A11 GII (2)03 CONT. MIN. MAX MIN. pl- III = N Z - Z 03 AT 6 o c., EACH WAY1I— a PROVIDE DRAIN HOLES AS REQUIRED WALL THICKNESS AND RE6AR PER STANDARD WALL SECTION TR SECTION THROUGH POOL COVER TROUGH NO SCALE 7 PROJECT: No: SHEET: °; � RIGHT engineers colo 76128 s co'l JUL 062021 LINE OF BOND (2)03 CONT. BEAM BEYOND (3)03 CONT.AT BONE) 03 X 2411 BARS AROUND DRAIN BEAM.BEND UNDER SKIMMER.BOND BE 03 AT 12" SHALL BE CONT. o.c.EACH ............. WAY ............. ............ SKIMMER SECTION TRIM BARS AT DRAIN (PLAN VIEW) NO SCALE NO SCALE =III °3X24 11 BARS LINE OF WALL AROUND LIGHT ENDS B E-) 1/2 BEYOND POCKET.HOOK AT ON 03 AT 11" 04, MIN. BEAM AS REQV. EACH WAY, CONT.AROUND LIGHT POCKET .......... LIGHT POCKET FA-1 TRIM BARS PER LIGHT (ELEVATION) NO SCALE NO SCALE 8 ,PROJECT: .No: LSHEET. EDF NE RIGHT engineers c v AA �► 76128 •pR®F1S510�P� JUL 062021 \35QI MINIMUM FINISHED BEND DIA. FOR STIRRUPS AND TIES ONLY (4) "d" FOR S BAR AND SMALLER, % ---r + (6) "d" FOR 06 THRU 08. TYPICAL \ Q2 (6) "d" FOR 05 AND SMALLER(12) "d" FOR% THRU 08 d ' I Q MINIMUM FINISHED BEND DIA.FOR ALL REINFORCING EXCEPT + STIRRUPS AND TIES ((o) "d" UP TO 08 BAR,(8) "d" FOR OS THRU 011,(12) "d" FOR 014 AND 018. STIRRUP AND TIE HOOK OFFSET BAR A "d" = BAR DIA -�' + ;— + B. ALL REINFORCEMENT SHALL BE '____............._�._. BENT COLD UNLESS NOTED OTHERWISE ON PLANS OR DETAILS (2 1/2" MIN.) C. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL ALL OTHER REINFORCING NOT BE FIELD BENT UNLESS SPECIFICALLY NOTED ON PLANS STANDARD REBAR BEND DETAILS OR DETAILS COI-01 091104 NO SCALE 9 PROJECT: LNo. SHEET: RIGHT e n g i n e e r s AVG.o FROM FACE DX I UNIFORI SURGHA� LINE LOAD r SURCNAIa^aE _h a � � v m � A B' d � _ w 3"CLR G d TYP. w D d w RADIUS t 11 E,/'` CK AL F / I G I I i H IJ IK IL POOL WALL:P40 OVERALL WALL HT.(Fr):4.0 CONCRETE PC(Psi):2500 qs EQUIV.FLUID(PCF):60 LINE LOAD SURCHARGE(PLF):0 RAISED BOND SM.HT.(IN):0.0 REBAR GRADE:40 HYDROSTATIC PRESSURE?[Y/Ni:N AVG.AFROM FACE(Fr):0.0 RADIUS(FT):1.0 PVMIN:0.0015 UNIFORM SURCHARGE(PSF):0 EMSEDMENT(FT):0.00 A K(FT):2.0 SOIL WEIGHT,T(PCF):110 KA:0.30 AXIAL LOAD SURCHARGE(LB):0 A L(FT):2.0 V,APPLIED SHEAR AT TOP(WIND OR SEISMIC)(LB1FT):0 M.APPLIED MOMENT AT TOP(`MND OR SEISMIC)(FT-LB/FT):0 MAX.SEISMIC LOAD(PSF):0 WALL VERT.RESAR HORIZ.REBAR O. WALL SOIL SEISMIC*SOIL AS VERT AS HORIZ (IN) SIZE SPACE SIZE SPACE (DEG) AX(FT) AY(FT) VU O VC DL MSOIL ME MR Mu OMn Mu 0 Mn (IN"Z7M PV (IN^ZFT) ph A 5.5 #3 12"o.c. #3 10"o.c. - 0.00 1.00 48 2081 130 10 0 57 0 738 0 738 0.11 0.0017 0.13 0.0020 B 5.5 #3 12"ox. #3 10"o.c. - 0.00 1,50 108 2081 164 34 0 65 0 738 0 738 0.11 0.0017 0.13 0.0020 C 5.5 #3 12 o.c. #3 10"o.c. - 0.00 2.00 192 2081 198 80 0 73 63 738 63 738 0.11 0.0017 0.13 0.0020 D 5.5 #3 12"o:c. #3 10"o.c, - 0,00 2.50 300 2081 233 156 0 80 178 738 178 738 0.11 0.0017 0.13 0.0020 E 5.5 #3 12"ox. #3 10"o.c. 0.0 0.00 3.00 432 2081 267 270 0 88 353 738 353 738 0.11 0.0017 0.13 0.0020 F 5.5 #3 12"o.c. #3 12"o.c. 22.5 0.08 3.38 549 2081 294 387 0 109 521 738 521 738 0.11 0.0017 0.11 0.0017 G 5.5 1113 12"ox. #3 12"o.c. 45.0 0.29 3.71 660 2081 321 509 0 176 657 738 657 738 0.11 0.0017 0.11 0.0017 H 5.5 113 12"ox. 1113 12"ox. 67.5 0.62 3.92 739 2081348 604 0 284 711 738 711 738 0.11 0.0017 0.11 0.0017 J 5.5 #3 12"ox. #3 12"o.c. 90.0 1,00 4.00 768 2081 374 640 0 422 644 738 644 738 0.11 0.0017 0.11 0.0017 K 5.5 #3 12"o.c. #3 12"o.c. - 3.00 4.00 0 2081 512 640 0 1307 0 738 0 738 0.11 0.0017 0.11 0.0017 3 12"o.c. #3 12"o.c. - 5.00 4.00 0 2081 649 640 0 2468 0 738 0 738 0.11 0.0017 0.11 0.0017 This sheet contains supporting calculations only. Refer to the G.S.N.and details for construction requirements. PROJECT:HAYWATERS RESIDENCE PROJECT No:SNL211590 LOCATION:2400 EIROADWATERS RD. CLIENT:LONG ISLAND POOL&SPA 10 PROJECT: No: SHEET: RIGHT e n g i n e e r s AVG.A FROM FACE UNIFORM SURCHARr.-- LINE LOAD suRCHAR@c p a to _ w A d _ w � e d Ck _ w ga 3"CLR. O d TYI'. w D d w RADIUS F C - G / I I H IJ IK IL POOL WALL:P50 OVERALL WALL HT.(FT):5.0 CONCRETE fC(Psi):2500 qs EOUN.FLUID(PCF):60 LINE LOAD SURCHARGE(PLF):0 RAISED BOND BM.HT.(IN):0.0 REBAR GRADE:40 HYDROSTATIC PRESSURE?(YIN]:N AVG.A FROM FACE(FT):0.0 RADIUS(FT):2.0 PVMIN:0.0015 UNIFORM SURCHARGE(PSF):0 EMBEDMENT(FT):0.00 G K(FT):2.0 SOIL WEIGHT,y(PCF):110 KA:0.30 AXIAL LOAD SURCHARGE(LB):0 A L(FT):2.0 V.APPLIED SHEAR AT TOP(WIND OR SEISMIC)(I.WF O:0 M.APPLIED MOMENT AT TOP(WIND OR SEISMIC)(FT-LB/FT):0 MAX.SEISMIC LOAD(PSF):0 WALL VERT.REBAR HORIZ.REBAR o WALL SOIL SEISMIC-SOIL AS VERT AS HORIZ (IN) SIZE SPACE SIZE SPACE (DEG) AX(FT) AY(FT) VU 0 VC DL MSOIL ME MR MU 01VIn MU D (IW21FT) PV (IN-2/FT) Ph A5.5 #3 12"o.c. #3 10"o.c. - 0.00 1.00 48 2081 130 10 0 57 0 738 0 738 0.11 0.0017 0.13 0.0020 B 5.5 #3 12"o.e. #3 10"O.C. - 0.00 1.50 108 2081 164 34 0 65 0 738 0 738 0.11 0.0017 0.13 0.0020 C 5.5 #3 12"o.c. #3 10"o.C. - 0.00 2.00 192 2081 198 80 0 73 63 738 63 738 0.11 0.0017 0.13 0.0020 05.5 #3 12"o.c. #3 10"ox. - 0.00 2.50 300 2081 233 156 0 80 178 738 178 738 0.11 0.0017 0.13 0.0020 E 5.5 #3 12"ox. #3 10"O.C. 0.0 0.00 3.00 432 2081 267 270 0 88 353 738 353 738 0.11 0.0017 0.13 0.0020 F 5.5 #3 12"o.c. #3 12"o.c. 22.5 0.15 3.77 681 2081 321 534 0 132 735 738 735 738 0.11 0.0017 0.11 0.0017 G 5.5 #3 6"o.C. #3 12"o.c. 45.0 0.59 4.41 935 2081 374 860 0 280 1124 1418 1124 1418 0.22 0.0033 0.11 0.0017 H 5.5 #3 6"c.c. #3 12"o.c. 67.5 1.23 4.85 1128 2081 428 1139 0 540 1337 1418 1337 1418 0.22 0.0033 0.11 0.0017 J 5.5 #3 6"o.c. #3 12"o.c. 90.0 2.00 5.00 1200 2081 482 1250 0 887 1202 1418 1202 1418 0.22 0.0033 0.11 0.0017 K 5.5 #3 12"ox. #3 12"o.c. - 4.00 5.00 743 2081 619 1250 0 1991 208 738 208 738 0.11 0.0017 0.11 0.0017 L L 5.5 j 1113 12"O.C. #3 12"O.C. - 6.00 5.00 0 2081 757 1250 0 3366 0 738 0 738 0.11 0.0017 0.11 0.0017 This sheet contains supporting calculations only. Refer to the G.S.N.and details for construction requirements. PROJECT:HAYWATERS RESIDENCE PROJECTNo:SNL211590 LOCATION:2400 BROADWATERS RD. CLIENT:LONG ISLAND POOL 8 SPA 11 PROJECT: No: SHEET: RIGHT e n g i n e e r s AVG.&FROM FACE t R" GX Ar I IAIIl:Ofd"I SURCHARC� LINE LOAD ,I SURCHARGE h a - v � A d _ w B d � _ w 3"CLR C d TTP. w D �y w RADIUS 71,- /G L .L E ' /H 11 1 L POOL WALL:P65 OVERALL WALL HT.(FT):6.5 CONCRETE fC(PSI):2500 qS EQUIV.FLUID(PCF):60 LINE LOAD SURCHARGE(PLF):0 RAISED BOND BM.HT.(IN):0,0 REBAR GRADE:40 HYDROSTATIC PRESSURE?[YIN]:N AVG.A FROM FACE(FT):0.0 RADIUS WTI:2.0 PVMIN:0.0015 UNIFORM SURCHARGE(PSF):0 EMBEDMENT(FT):0.00 A K(FT):2.0 SOIL WEIGHT,T(PCF):110 KA:0.30 AXIAL LOAD SURCHARGE(LB):0 A L(Fn:2.0 V.APPLIED SHEAR AT TOP(WIND OR SEISMIC)(La/M:0 M,APPLIED MOMENT AT TOP(WIND OR SEISMIC)(FT-LB(FT):0 MAX.SEISMIC LOAD(PSF):0 WALL VERT.REBAR How REAR c. WALL SOIL SEISMIC.SOIL AS VERT AS HORIZ (IN) SIZE SPACE SIZE SPACE (DEG) AX(FT) AY(FT) VU O VC DL MSOIL ME MR Mu 0Mn MU 0 Mn (IN-NFT) PV (IN"NFT) Ph A 5.5 #3 12"o.c. #3 10"o.c. - 0.00 1.00 48 2081 130 100 57 0 738 0 738 0.11 0.0017 0.13 0.0020 B 5.5 #3 12"o.c. #3 10"o.c. - 0.00 1.88 169 2081 190 66 0 71 42 738 42 738 0.11 0.0017 0.13 0.0020 C 5.5 #3 12"ox' #3 10"ox. - 0.00 2.75 363 2081 250 208 0 84 257 738 257 738 0.11 0.0017 0.13 0.0020 D 5.5 #3 12"ox. #3 10"o.c. - 0.00 3.63 631 2081 310 476 0 97 674 738 674 738 0.11 0.0017 0.13 0.0020 E 5.5 #3 6"ox, #3 10"o.c. 0.0 0.00 4,50 972 2081 370 911 0 108 1361 1418 1361 1418 0.22 0.0033 0.13 0.0020 F 7.0 1113 6"ox, #3 6"ox. 22.5 0.15 5.27 1331 3431 431 1460 0 168 2184 2412 2184 2412 0.22 0.0026 0.22 0.0026 G 8.0 #3 6"ox, #3 6"ox. 45.0 0.59 5.91 1679 4331 504 2069 0 370 2977 3074 2977 3074 0.22 0.0023 022 0.0023 H 9.0 #3 6"o.c. #3 6"o.c. 67.5 1.23 6,35 1934 5231 587 2558 0 723 3442 3737 3442 3737 0.22 0.0020 0.22 0.0020 J 8.5 #3 6"ox. 111390.10 6"o.c. 2.00 6.50 2028 4781 673 2746 0 1204 3310 3406 3310 3406 0.22 0.0022 0.22 0.0022 K 6.5 #3 6"o.c. It 3 6"o.c. - 4.00 6.50 1032 2981 860 2746 0 2734 1933 2080 1933 2080 0.22 0.0028 0.22 0.0028 L 1 5.5 1 #3 12"o.c. I 1113 12"ox. - 6.00 6.50 1212 2081 1010 2746 0 4610 245 738 245 738 0.11 0.0017 0.11 0.0017 This sheet contains supporting calculations only. Refer to the G.S.N.and details for construction requirements. PROJECT:HAYWATERS RESIDENCE PROJECT No:SNL211590 LOCATION:240D t1ROADWATERS RD. CLIENT:LONG ISLAND POOL 8.SPA 12 PROJECT: No: SHEET: ° RIGHT e n g i n e e r s Av ACE I2° ox UNFORN SURLHARGE LINE LOAD r^I SURLNARL� � C A d - w � a 3°CLR C d D d b w RADIUS J� E AC oL H IJ IK IL POOL WALL:P85 OVERALL WALL HT.(FT):8.5 CONCRETE fC(PSI):2500 qs EQUIV.FLUID(PCF):60 LINE LOAD SURCHARGE(PLF):0 RAISED BOND BM.HT.(IN):0.0 REBAR GRADE:40 HYDROSTATIC PRESSURE?[Y/NI:N AVG.A FROM FACE(FT):0.0 RADIUS(Fr):2.0 PVMIN:0.0015 UNIFORM SURCHARGE(PSF):0 EMBEOMENT(FT):0.00 A K(FT):3.5 SOIL WEIGHT,y(PCF):110 KA:0.30 AXIAL LOAD SURCHARGE(LB):0 A L(FT):3.5 V.APPLIED SHEAR AT TOP(WIND OR SEISMIC)(UltM:0 M.APPLIED MOMENT AT TOP(WIND OR SEISMIC)(FT-LB/FT):0 MAX.SEISMIC LOAD(PSF):0 WALL VERT.REBAR How REBAR a WALL SOIL SEISMICiSOIL AS VERT AS HORIZ (IN) SIZE SPACE SIZE SPACE (DEG) AX(FT) AY(FT) VU QVC DL MSOIL ME MR Mu OlAn MU 01VIn (IN"2/FT) PV (IN1z7T) Ph A 5.5 #3 12"ox. #3 10"o.c. - 0.00 1.00 48 2081130 10 0 57 0 738 0 738 0.11 0.0017 0.13 0.0020 B 5.5 #3 12"o.c. #3 10"o.c. - 0.00 2.38 271 2081 224 134 0 78 144 738 144 738 0.11 0.0017 0.13 0.0020 C 5.5 #3 4"O.C. #3 10"G.C. - 0.00 3.75 675 2081 319 527 0 95 758 2040 758 2040 0.33 0.0050 0.13 0.0020 D 6.0 #3 4"C.C. #3 6"O.C. - 0.00 5.13 1261 2531 418 1346 0 116 2049 2537 2049 2537 0.33 0.0046 0.22 0.0031 E 8.0 #3 4"ox. #3 6"o.c. 0.0 0.00 6.50 2028 4331 538 2746 0 149 4260 4525 4260 4525 0.33 0.0035 0.22 0.0023 F 9.5 #3 4"ox. #3 6"o.c. 22.5 0.15 7.27 2534 5681 623 3835 0 235 5924 6016 5924 6016 0.33 0.0029 0.22 0.0019 G 11.0 #3 4"ox. #3 6"o.c. 45.0 0.59 7.91 3006 7031 723 4957 0 525 7459 7507 7459 7507 0.33 0.0042 0.22 0.0025 H 12.0 #3 4"ox. #3 6"ox. 67.5 1.23 8.35 3345 7931 835 5817 0 1028 8382 8501 8382 8501 0.33 0.0038 0.22 0.0023 J 12.0 #3 4"ox. #3 6"ox. 90.0 2.00 8.50 3468 7931 952 6141 0 1710 8287 8501 _8287 8501 0.33 0.0038 0.22 0.0023 K 8.5 #3 4"ox. #3 6"o.c. - 5.50 8.50 1681 4781 1401 6141 0 5819 4589 5022 4589 5022 0.33 0.0032 0.22 0.0022 L 1 5.5 1 #3 12"ox. 1 #3 12"o.c. - 9.00 8.50 0 2081 1707 6141 0 11276 0 738 0 738 0.11 0.0017 0.11 0.0017 This sheet contains supporting calculations only. Refer to the G.S.N.and details for construction requirements. PROJECT:HAYWATERS RESIDENCE PROJECT No:SNL211590 LOCATION:2400 BROADWATERS RD. CLIENT:LONG ISLAND POOL&SPA 13 PROJECT: No: SHEET: . RIGHT e n g i n e e r s AvCs.&FROM FACE 12° oX LNIFORI SURCHARGE LINE LOAD ^I SURCHARGE L G � � v Fd:v w a 3°CLP_ G d LL TTP. U4 �N D d b U' RADIUS j' cK oL _ F / 1 G I I ;41 IJ IK IL 1 POOL WALL:TL OVERALL WALL HT.(Fr):1.5 CONCRETE PC(Psi);2500 qs EQUIV.FLUID(PCF):60 LINE LOAD SURCHARGE(PLF):0 RAISED BOND SM.HT.(IN):0.0 REBAR GRADE:40 HYDROSTATIC PRESSURE?[YM]:N AVG.A FROM FACE(FT):0.0 RADIUS(Fr):0.5 PVMIN:0.0015 UNIFORM SURCHARGE(PSF):0 EMBEDMENT(FT):0.00 A K(FT):2.0 SOIL WEIGHT,y(PCF):110 KA:0.30 AXIAL LOAD SURCHARGE(LB):0 A L(FT):2.0 V.APPLIED SHEAR AT TOP(WIND OR SEISMIC)(LBIFT):0 M,APPLIED MOMENT AT TOP(WIND OR SEISMIC)(FT-LBIFT):O MAX.SEISMIC LOAD(PSF):0 WALL VERT.REBAR How REBAR I a WALL SOIL SEISMIC-SOIL AS VERT AS HORIZ (IN) SIZE SPACE SIZE SPACE (DEG) Ax(FT) AY(FT) VU �VC DL MSOIL ME MR Mu OMn MU OMn (IN^2/Fr) PV (IW2(FT) Ph A 5.5 #3 12"o.c. #3 10"o.c. - 0.00 1.00 48 2081 130 10 0 57 0 738 0 738 0.11 0.0017 0.13 0.0020 9 5.5 #3 12"o.c. #3 10"o.c. - 0.00 1.00 48 2081 130 10 0 57 0 738 0 738 0.11 0.0017 0.13 0.0020 C 5.5 #3 12"o.c. #3 10 0.C. - 0.00 1.00 48 2081 130 10 0 57 0 738 0 738 D.11 0.0017 0.13 0.0020 D 5.5 #3 12"ox. #3 10'o.c. - 0.00 1.00 48 2081 130 10 0 57 0 738 0 738 0.11 0.0017 0.13 0.0020 E 5.5 #3 12"o.c. #3 10"o.c. 0.0 0.00 1.00 48 2081 130 10 0 57 0 738 0 738 0.11 0.0017 0.13 0.0020 F5.5 1113 12"o.c. #3 12"ox. 22.5 0.04 1.19 68 2081 143 17 0 63 0 738 0 738 0.11 0.0017 0.11 0.0017 G 5.5 #3 12"ox. 43 12"o.c. 45.0 0.15 1.35 88 2081 157 25 0 79 0 738 0 738 0.11 0.0017 0.11 0.0017 H 5.5 #3 12"o.c. #3 12"o.c. 67.5 0.31 1.46 103 2081 170 31 0 105 0 738 0 738 0.11 0.0017 0.11 0.0017 J 5.5 #3 12"ox. #3 12"o.c. 90.0 0.50 1.50 220 2081 183 34 0 139 0 738 0 738 0.11 0.0017 0.11 0.0017 K 5.5 #3 12"o.c. #3 12"ox - 2.50 1.50 0 2081 321 34 0 642 0 738 0 738 0.11 0.0017 0.11 0.0017 L 5.5 #3 12"o.c. #3 12"ox. - 4.50 1.50 0 2081 458 34 0 1420 0 738 0 738 0.11 0.0017 0.11 0.0017 This sheet contains supporting calculations only. Refer to the G.S.N.and details for construction requirements. PROJECT:HAYWATERS RESIDENCE PROJECT No:SNL211590 LOCATION:2400 BROADWATERS RD. CLIENT:LONG ISLAND POOL&SPA 14 PROJECT: No: SHEET: NAME:RESIDENCE ADDRESS:2400 BROADWATER ROAD ^ CITY: CUTCHOGUE ZIP:- (/��, LOT:- BLK:- S/T/R:- PARCEL:- ZONING:- SUB:- AP R VED AS NOT D JURISDICTION:TOWN OF SOUTHOLD DATE: B.P.� COMPLY WI� -� ALL CODES OF OCCUPANCY OR POOL SIZE:36'X 16' i•• • AREA:576 • PER.:104' FEE: Py. NEW YORK ST, = & TOWN CODES -8' DEPTH: GALLONS:21,600 NOTIFY BUILDING ^ARTMENT AT AS REQUIRED ; ,, CONDITIONS OF USE IS UNLAWFUL ' 765-1802 SAM TO 4 :"M FOR THE •� �,;��o WITHOUT CERTIFICATE "'A FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED �� IV';• _ AG BOARD OF OCCUPANCY FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING T1 =- USTEES - • • --- --- __ 3. INSULATION - N/A 4. FINAL - CONSTRUCTION MUST BE COMPLETE F'r)p" 0. ELECTRICAL • ALL REQUIREMENTS OF ;HALL MEET THE RETAIN STORM WATM R"NOFF INSPECTION REQUIRED ACCESS:DRIVEWAY REQUIREMENTS OF THE CODES OF NEW _ YORK STATE. NOT RESPONSIBLE FOR PURSUANT TO CHAPTER 236 DEMO:- -BESICN CR_CONSTRUCTION ERRORS. OF THE TOWN CODE. +' AWL: ■ YES p NO CIRC PUMP: PENTAIRSUPERFLO1.5HIP a _ P/L TURNOVER RATE:90 GPM HRS:4.00 J; sirm-rM CIRC.FILTER:STA-RITECARTRIDGE MODEL:57M400 EPICLOSE POOL TO CODE FEATURE FILTER: MODEL:- t� _UPON COMPLETION CLEANER TYPE:VACUUM "WATER" CHLORINATOR:RAINBOW INLINE _ SKIMMERS:2 POOL RETURNS:6 MAIN DRAINS: POOL:8'SET SPA: TROUGH:- - HEATER:MA5TERTEMP 400K BTU HEATER GAS LINE:5' SIZE:1• OTHER PUMPS: - ResidenceP50 rAIJ LII IC Coverstar automatic pool cover 1 �c+str ng P40 36'-0" P65 P85 conforms to ASTM F 1346-91 SUB-PANEL SIZE:40 Il p„ HOME RUN:35' J-BOX:1 E •—•—•---•—•—•—•—•—•—• —•—•— —•+.—•—•—•— -•—•—•— —•—•—•— —•—•—•—•— —•—•—•— POOL LIGHT: (2)INTELLI BRITE LED CORD:150' y SPA LIGHT:- CORD:- i ADDTUGHT:MICROBRITE LED CORD:150' TROUGH LIGHT:- CORD:- L � J 4) •\ EXTERIOR LIGHT:- ~ 0 +0 \ AIR BLOWER:- \ CONTROL- O O \ REMOTE:- 4 10" '1 3r6"'I 81 ''� 0- \ Ou INTERFACE: OE \ Main Electric Run: RBB: 6":O 12":O 18":O 24":O 30":0 +J \ — 35'U/G of 1/2" BENCHES:- BEACH ENTRY:- WET DECK:4'X 16' O ANCHORS:- UMB SLEEVE:- V8 SLEEVE:- Existing Q Rigid +0 \ Patio e \ ! W/F TYPE:- nw 0 ( W/F TYPE: +0 �E) W/F TYPE:- I W/F TYPE:- P40 P50 P65 P85 i W/FTYPE:- WA SEL.:TOD GROUT:TO MATCH PLASTER Existing New pool electric INSERTS:- ❑DIAMONDS ❑TRIM Existing Patio Garage sub-panel s ACCESS Driveway Q TYPE:- SQ.FT.:- COLOR:- COPING:BLUESTONE LITT.:104 SHAPE:ROUND SLEEVES: - JIG:- TYPE:- DECK DRAIN:- COLOR:- JOINT STYLE:- PLANTER-SLEEVE:- PZCropane J • TYPE:PLASTER COLOR:DARK BLUE Gas Line Run: S'U/G of 1"PE COVERSTAR AUTOMATIC POOL COVER Existing CONFORMS TO ASTM F 1346-91 Driveway T"F_ACCOM'"ANYING PROFESSiO`:41. EtaGINEER'S SEALAPPLIFS TO THE STnUCTURAL ELE(•rGNTS ONLY 1qz0 C3 s Existing Driveway Scale: 1/8"_V-0" i 2`� Legend 76 FFS��aA � _...� Skimmer F ® Return Existing 0 Volleyball Sleeve Driveway JUL 0 6 2021 0 Umbrella Sleeve (D Plumbing Stub iF InFloor Actuator ^wr Auto Water Leveler 0 Main Drain �• Spa Jet Vacuum Connector 1A Designed Drainage NAME:RESIDENCE LAYOUT ADDRESS:2400 BROADWATER ROAD CITY: CUTCHOCUE ZIP:- LOT:- BLK:- S/T/R:- PARCEL:- ZONING:- P OWN OF SOUTHOLD 77777,777 16' AREA:576 PER.:104' GALLONS:21,600 EACCESS: 1_ -VEWAY 77 M ■ YES O NO ❑ �'� _�, CIRC PUMP: PENTAIR 5UPERFLO1.5 HP / P/L TURNOVER RATE:90 G PM HRS:4.00 I _ CIRC.FILTER:STA-RITE CARTRI DCE MODEL:57M400 _ FEATURE FILTER: MODEL;- _ _ CLEANER TYPE:VACUUM _ CHLORINATOR:RAINBOW INLINE _ SKIMMERS:2 POOL RETURNS:6 MAIN DRAINS: POOL:8'SET SPA:- __ TROUGH:- �' HEATER:MASTERTEMP 40OK BTU HEATER N GAS LINE:5' SIZE:V b _ _ OTHER PUMPS: - 1_ Residence ��••••••� Existing SUB-PANEL SIZE:40 HOME RUN:35' J-BOX:1 E —•—•—•—•—•—•—•—•—•..... —•—•—•—•—•—•. —•—•—•—•—'—•—•—•—•—•—•—•......—• POOLLIGHT: (2)INTELLIBRITE LED CORD:150' 21'-0" .\ SPA LIGHT:- CORD:- ADD'LLIGHT:MICROBRITE LED CORD:150' 36'-0 TROUGH LIGHT:- CORD;- EXTERIOR LIGHT:- AIR BLOWER:- ♦ CONTROL:- ♦ REMOTE:- SS4 4 39 4 ` INTERFACE:- 6 io ♦ Main Electric Run: RBB: 6":0 12":0 18":O 24":0 30":0 35'U/G Of 1/2" BENCHES:- BEACH ENTRY:- WET DECK:4'X 16' \ Rigid Wrapped ANCHORS:- LIMB SLEEVE:- V8 SLEEVE:- Existing Patio 21'-0" 36'-0" ♦ ! W/F TYPE:- W/F TYPE:- I W/F TYPE:- W/F TYPE:- _- — I W/F TYPE:- I W/LSEL.:TBD GROUT:TO MATCH PLASTER Existing New pool electric INSERTS:- 0 DIAMONDS O TRIM Existing Patio Garage sub-panel a M- ff 77 ACCESS Driveway "« TYPE:- SO,FT.:- COLOR:- COPING:BLUESTONE LLFT.:104 SHAPE:ROUND I SLEEVES: - JIG:- TYPE:- DECK DRAIN:- COLOR:- JOINT STYLE:- PLANTER-SLEEVE:- Propane TYPE:PLASTER COLOR:DARK BLUE Gas line Run: 77-77 S'U/G of 1"PE COVERSTAR AUTOMATIC POOL COVER Existing CONFORMS TO ASTM F 1346-91 Driveway TH`._AC'C W4FANYING PROF`Ef S�0<,'!',L ENGINEER'S SEAL APPLIES TO THE C.,-RUCTU-PAL ELE!J.r-SITS ORIL.Y Existing :` " Driveway rr ky. 2 r , La, t;f "_ �.s Scale: 1/8 -1-0" Legend Skimmer ® Retum Existing 0 Volleyball Sleeve Q Umbrella Sleeve Driveway JUL062021 (s Plumbing Stub iF InFloor Actuator .w) Auto Water Leveler ® Main Drain �V, Spa Jet V Vacuum Connector 1B —� Designed Drainage Roil 16'-0" z e 0 0 Waterline 4 ....... ....316Q.......i................................................................................................................................................................ ........E.................................... ...4i.... .... m E 0 AWL 9 zo Bo Pool Cross-section 361-0" 11-01,11-01.1.-0l. 51-0. L L 22'-0" 6'-0" Waterline .......----------------------- ...... -----------------------------------------------------z-----------------------------------------------------------------I ------------------------------------)OF O [TIIIEMCOV,PANYING PROFESS;0",'Al- 7T-M'S SEALAPPLIE.:S TO Ts� E �;OAL ELEMIEN-M 0*1!Iy 9 Bo A 64, -10 Pool Cross-section JUL 0 6 2021 NAME:RESIDENCE Scale: 1/4" 11-01. ADDRESS:2400 BROADWATER ROAD CITY: CUTCHOWE ZIP:- LOT:- IP:-LOT:- BLK:- S/T/R:- PARCEL:- ZONING:- SUB:- LU �SD�]CrION:TOWN OF SOUTHOLD 1 C