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HomeMy WebLinkAbout48563-Z o�Osgfal/re TOWN OF SOUTHOLD a lye BUILDING DEPARTMENT ca TOWN CLERK'S OFFICE 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#: 48563 Date: 12/7/2022 Permission is hereby granted to: Tabibzadeh, Marjan 3 Aldgate Dr W Manhasset, NY 11030 To: Construct an in-ground swimming g pool to an existing single family dwelling as applied for. Pool and pool equipment must maintain minimum setbacks of 5 feet. At premises located at: 505 Cedar Dr., East Marion SCTM #473889 1� b T /3 Lt I LT' t)T P�+ Sec/Block/Lot# 22.-2-38 Pursuant to application dated 10/4/2022 and approved by the Building Inspector. To expire on 6/7/2024. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building Inspector FIELD INSPECTION REPORT I DATE COMMENTS ►o FOUNDATION (1ST) W � --------------------------------------- C FOUNDATION (2ND) z 0 H 'V ROUGH FRAMING& ( � PLUMBING � r INSULATION PER N.Y. STATE ENERGY CODE O Z FINAL '"A ADDITIONAL COMMENTS !� VP 6-b I ' N o "e ©ce jo160 Aan Mk,6 - A Z b N ~ z �x H x b o� FFot t�oG "DEPARTMENT TOWN OF SOUTHOt,D—BUILDING s= 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.gio_v Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only i I L� 1, PERMIT NO. Building Inspector: ' OCT o 4 2022 E ILD: `Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an T®� Owner's Authorization form(Page 2)shall be completed. Date:10/04/2022 "OWNER(S)OF PROPERTY: Name:Marian Tabibzadeh SCTM#1000-22-2-38 Project Address:505 Cedar Drive, East Marion Phone#:516-459-0545 Email:dr.maljan@hotmail.com Mailing Address:505 Cedar Drive, East Marion 11939 CONTACT PERSON: Name:Mike Hand Mailing Address:PO 1256, Mattituck, NY 11952 Phone#:631-965-1947 Email:Michael@Mchdesignservices.com DESIGN PROFESSIONAL INFORMATION: Name:James Deerkoski PE Mailing Address:260 Deer Dr, Mattituck, NY 11952 Phone#:631-774-7355 Email:jamesdeerkoski@y_ahoo.com CONTRACTOR INFORMATION: Name:, Mailing Address: Phone DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other D00 $25,000 [Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:single family dWGlling Intended use of property:single family dwelling_ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes ®No IF YES, PROVIDE A COPY .❑ Check Box After Reading: The owner/contractor/design professional Is responsible,for all drainage and'storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing,code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS.of the New York State Penal Law. Application Submitted By(print ): Vta' ���' Authorized)Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OR I I,, M r�) CiVL�I� �� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (M U* (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 day of 007 , 20 Not&\Fb.0 BARCZAK Notary Public,State of New York PROPERTY OWNER AUTHORIZATION No.o1 957 Qualified in Suffol Suffolk County (Where the applicant is not the owner) Commission Expires Feb.22,20-4 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 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) r 1, M�r n �oj�j�Lj2--R le (,_ residing at S U� �t (Prtd property owner's name) (Mailing Address) y MOACIO� do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. n 's ignature) (Date) Print Owner's Name) J /DATUM APPROXIMATE p LOT AREA 12,000 SO. FT..:' I TAX MAP DISTRICT 1000 SECTION 2.2 BLOCK 2 LOT 38 NOW OR FORMERLY SIMON t SANBORN TEST BORING DWELLING WELL ( by others ) T EL.. 40 0 td o pipe 5.10°46'00"E. 10000 fd 1plpe 2 loaen FC 0 5 W� (390`O, (375) �O ydl � b W ' sand 0 ° �' 0 d N a gravel 1 F.0 7 z Q Cl `� vQi z 17 �95AU IIV cJ w w c a /0 J 0 O 1 O J W � N �_ J 1 3 z ,J p z w 3 0 a (L t a vOp W 0 0 0 0 0 0 o 4° 3 z ° 01 0 n •1 45000 1z (A1 5) X JC� 411 �tn z pipe N.10°46'00"W }III �{ 10000pIp¢`� I�tiO f e ' A CEDAR (41.4) L,A.N E Su " EXCAVARON INSPEc'ICH REQUIRra VACANT NOTE. TEST BORING AND THE EXISTENCE OF RIGHT OF WAYS ANb OR EASEMENTS OF i RECORD, IF ANY NOT SHOWN ARE NOT GUARANTEED 2 -6! /�/Z) SUFFOLK COUNTY DEPT. OF' THE WATER SUPPLY & SEWAGE NAME HEALTH SERVICES FOR DISPOSAL FOR THIS RESIbENCE. APPROVAL OF CONST. ONLY WILL CONFORM TO THE STAND. wai' DUDE HOMES DATE IO-ZI—FO ARDS OF THE SUFFOLK COUNTY P. Q. Rog 2.74 H.S. REF. NO. ! S r DEPT. ' LTH ERVI j9Si IRiverh®ad, NeW York ..11901 APPROVED BY ��' TELEPHONE 7�7' 32 THE OFFSETS (OR OWEN3 Bl '" DUARA INDICATED HEREON JOB NO.' @p- 3.62 FILE NO. 376 F SHOWN 'HEREON F R'0 M N 6NALL RUN ONLY TO IRS PERSON STRUCTURES TO THE PROP FOR WHOM THE SURVEY IS PRE• , LINES ARE FOR A SPECIFIC PUR• PARED, AND ON HIS.1•CII41F TO SURVEYED FOR POSE AND USF. AND•FIIEPFFORE THE TITLE COMPANY. Cn'1'Pomm. ARE NOT INTENDED TO-GUIDE THE TAL AGENCY AND 1.P\DING•INSTI- EMAI`(U L 8 TM MIS KATSANEVAKIS ERECTION 09 FENCES; RETAINING TUTIQN LIS1En HC°m, AND TO WALLS, POOLS, PATIOS• PLANTING THE ASSIGNEES OF TPC IFRDIN(L AREAS, ADDITION 10 BUILDINGS INSTITUTION. GIIARwFF, JRE OR ANY OTHER CONSTRUCTION, NOT TRANSFFRADLE TO AD-ITIONAL INSTITUTIONS OR SVPSEQUENT SITUATEp AT EAST' MARION UNAUTHORIZSQ ALTERATION OR OWNERS. ADDITION TO THIS SU&VEY IS A VIOLATION OF SECTION 7209 OF COPIES OF THIS SURVEY IA%P NOT THE NEW YOPIC STATE EDUCATION BEARING THE LAND SIIRVE'IOR's TOWN OF :SOUTHO L-1) -SUFFOLK COUNTY N Y LAIN, INKED SEAL OR CMSORSE7 SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY SCALE ' `1�� -. 30'° DATE 9- 1 5 - 1980 i GUARANTEED ONLY TO �! FILED MpP NO. DATE Wd 111806�1 N4k, r86 PAGE 24 -HAROLD F: TRANCOON JR. P.C. 1 LAgP SURVEYOR I ,SW4ESSgR TO WILLIAM G. MEIER � rr/ NORTH COUNTRt ROAD;'. WADING RIVER i /� 4 NEW; YORK 11792 HA OLb F. ToA N•-�R. N.Y. LI .�N .Q EI i �b t 1 ; 41 16). 929-p� 5 , ALT. 473-3626 . SCTM # 1000-22-2-38 DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 12,000 SF •: t ESTIMATED AREA OF 6000 SF GROUND DISTURBANCE: M ^ . ■ HOUSE: 1330.2SF 11.09% - - Design Services EXISTING MASONRY PORCH: 47.5 SF [TO REMOVE] 6 CY 10 CY EXISTING DECK: 196.0 SF [FO REMOVE] 5 CY 10 CY WEST COVERED PORCH: 268.8 SF 2.24% 12 CY 6 CY www.mchdesignservices.com MASTER BEDROOM LANDING: 24.5 SF 0.20% 8 CY 4 CY phone: LIVING ROOM LANDING: 78.0 SF 0.65% 8 CY 4 CY (631)298-2250 EAST BALCONIES: 50.4 SF(LOT%) 0 _ email: 42% [PARTIAL OVER LANDINGS] (102.2 SF ACTUAL) - michael@mchdesignservices.com 1644.4 SF 14.33% 36X18 POOL 648 SF 5.4% 150 CY 25 CY DRYWELLS 3-8'X4' - 22 CY 11 CY TOTAL: 2404.4 SF 20.0% 211 CY 70 CY ET MES&BOUNDS BY: HAROLD TRANCHON JR SURVEY DATE: 12/17/1980 S 100 46' 00 E 100.0' _ LL�FENCE I i 1 - CfXSTING SEPT I[SYSTEM (CONVENDONAL 3d BR) NI I O '• O I ..J U O0 36'X 18'INGROUND POOL XOMI O 9LT FENCE 1 1 I L 0 I I CONCRETE I 1 WASIIgIT /.� Az1 / \ CIO / %, BALCEINYABOJE 1 PROPOSED --�--- EBTOOP 19.5' � sTooP GGG 23 9' 1 � � �XaM u A ell' SITE PLAN VolPs A O w v I PROPOSED 2 STORY HOUSE ' FEx6Fmc L Sttmr HOusEI Iw SCALE: 1" = 20'-0" - BASEMENT ------------• PR.—ID- 19.9' In $TAXIWAY / W EX S NG MA ONR POR H TO RE REMOVED ]5 1 I IC)O / — �.ET�lN STOP P" " cry O ATE I\DW/I 1 Z rtt gSUfNT TO Clif-2 LTi ��"� II, Q'Tip TO!'t�9 COD'--- ILT FENCE P w - - - -S - — - — - — I W 1 ` DRIVEWAY O J J z c-•, , APPROVED AS NOTED � I �y Eg511NWEILG• I as DATE{�-�-�o� g.P.# 49 5 ►.j.xE+�.2 CONSTRUC11011 ENTRANCE ELECTRICAL FE : 30()'CO BY N 100 46' 00 W 100.0' Ih:SPECTION REQUI QED NOTIFY BUILDING DEPARTMENT AT Z�OZ _ 1�0 765-1802 8 AM TO 4 PM FOR THE i �_s FOLLOWING INSPECTIONS: COMPLY WITH ALL CODES OF 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE CEDAR LAN E NEW YORK STATE & TOWN CODES 2. ROUGH-FRAMING,PLUMBING, AS REQUIRED AND CONDITIONS OF STRAPPING,ELECTRICAL&CAULKING I 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. DRAWN BY: MH ALL CONSTRUCTION SOUTNOLD TOV' � � `ri�a CDA SHALL D REQUIREMENTS OFTHE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR 272 SOU MOLD TOWN TRUSTEES DESIGN OR CONSTRUCTION ERRORS. 9/ I 022 N.Y.S.DEC s SCALE: SEE PLAN „ NE ��P �s'` �R�o°�� SHEET NO: 0 HMPoo * �� S U'�!LAV'JLFUL USE t CERTIFICATE WITHOUT o P S oft'8 O U AN!i G%� C) C� / - - — — — — — — — — — — — — — — — — — — — — — — — — — — -- \ POOL NOTES: 100 .. .. 1. POOL AND PROPERTY TO CONFORM TO CURRENT STATE AND LOCAL CODE, I ENERGY CONSERVATION (R403.10)AND ELECTRICAL CODES. 2. POOL SHALL CONFORM TO ANSI/NSPI STANDARDS R326.3.1 M H I 3. SECTION R326.7 POOL ALARMS TO BE INSTALLED AS REQUIRED BY CODE. Design Services RETURN RTURN\ RETURN 4. INSTALL TEMPOARY PERIMETER BARRIERS AROUND CONSTRUCTION AREA / I DURING CONSTRUCTION. FINAL FENCING BARRIER PER R326.5.ALL GATE ACCESS I 36'-oil ',,,, TO BE SELF-CLOSING AND SELF LATCHING/LOCKING PER CODE. www.mchdesignservices.com I I 5. POOL AND HOT TUBS TO COMPLY WITH R403.10.1 (HEATERS); phone: ` / I R403.10.2(TIMERS);R403.10.3 (COVER) (631)298-2250 I I I I 6. #3 REBAR TO BE INSTALLED,3"IN,FROM BACK FILL. email: DEEP END 7. SOIL CONDITIONS AND SITE MANAGEMENT TO BE RESPONSIBILITY OF michael@mchdesignservices.com 6'-0"DEEP I I CONTRACTOR.PROVIDE SOIL TEST IN POOR SOIL CONDITIONS. I I I I 8. SEE SITE PLAN (BY CONTRACTOR) FOR POOL LOCATION.SETBACKS,VARIANCES, O I AND OTHER STATE AND LOCAL REQUIREMENTS TO BE VERIFIED PRIOR TO DUAL DRAINS I I ( I CONSTRUCTION. 00 SHALLOW END w/STRAINER _ T-6"DEEP I (VGB SAFETY ACT (M N) I 9. DRAIN COVERS TO MEET CODE REQUIREMENTS(VIF). APPROVED DRAINS) I I I 10. POOL PATIO SURFACE TO SLOPE AWAY FROM POOL 1/4";1'-0"AND AWAY FROM HOUSE IF CONNECTED.PROVIDE ADDITIONAL DRAINAGE IF NECESSARY. I I I I 11. INSTALL CLEAN BACKFILL,FREE OF CLAY AND ORGANIC MATTER.COMPACT SOIL AS REQUIRED PRIOR TO PATIO INSTALLATION. I I I I I 12. SUCTION OUTLETS PER ANSI/APSP-7.VERIFY IN FIELD PRIOR TO CONSTRUCTION. 13. SURCHARGE NOT PERMITTED WITHIN 4'FROM SHALLOW AND 6'FROM DEEP ENDS. 15. POOL EQUIPMENT LOCATION TO BE DETERMINED IN FIELD(MAINTAIN MINIMUM SETBACKS AS REQUIRED). SKIMMER SKIMMER SKIMMER NI I z o VINYL LINER O O TRACK tom, - - — — — — — — — — — - - - - - - - - - - - - --- - - - o - �' O � a4, -- r� � W FILTER AND PUMP Oe ] O LOCATION PER OWNER rw 'o D• P4 z VINYL PLAN VIEW LINER e Da.11> u #3 REBAR ! '�ii1�! A Z / \ \ 1/4"FOAM D p ' (3)HORIZONTAL Vol Pq rT, 3'-6" W NOT TO SCALE \ PADDING ° d VOJ / 8'dia.,4'deep \ p 1�• A L W / DRYWELL O 1 1 0 o O ° d 3500 PSI 1 1 CONCRETE N \ / C'V Pq t / 1-1 WALL DETAIL o- .01!� H NOT TO SCALE (GRADE) CONCPETE WALL (SEEDETAIL) 3-6 6-0 - - - 1-1/2"TO WASTE -<S HAIR&LINT 3 - STRAINER Q FILTER 1 � 3"COMPACTED SAND AUTO SKIMMER - -- - UNDISTURBED - EARTH(TYP) DRAWN BY: MH PENTAIR AUTOMATION,LED LIGHTS, FILTRATION,140k ELECTRIC HEATER POOL T - - -pBACKTO m 9/27/2022 POOL 17-6 $-$ 6-0 q_Q I OPTIO L ALMAIN DRAIN L — ® J WITH H RO AND COLLECT �1 SE SCALE: SEE PLAN � �� � )E'- O� � SIDE SECTION PIPING SCHEMATI � 1. SHEET NO. NOT TO SCALE NOT TO SCALE Lu w R�FESSIO ��