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HomeMy WebLinkAbout46850-Z o��g11FFOLKcp _ Town of Southold 10/9/2021 Gy P.O.Box 1179 o - 53095 Main Rd o ` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42412 Date: 10/9/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 135 Bayberry Rd, Southold SCTM#: 473889 Sec/Block/Lot: 76.4-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/10/2021 pursuant to which Building Permit No. 46850 dated 9/21/2021 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: "as built"additions and alterations, including outdoor shower stall,HVAC and roof over deck,to an existing single family dwelling as applied for. The certificate is issued to Tantillo,Joanne&Lawall,Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46850 10/7/2021 PLUMBERS CERTIFICATION DATED 10/6/2021 /7 (-\ qnne Tant' Uho iz Signature ��4�SOEEo�c� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 0 a 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 #: 46850 Date: 9/21/2021 Permission is hereby granted to: Tantillo, Joanne 11 Sommer Ave Maplewood, NJ 07040 To: Legalize as-built outdoor shower, roof covering over deck and HVAC at existing single family dwelling as applied for. At premises located at: 135 Bayberry Rd, Southold SCTM # 473889 Sec/Block/Lot# 76.-1-6 Pursuant to application dated 6/10/2021 and approved by the Building Inspector. To expire on 3/23/2023. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $433.60 CO-ADDITION TO DWELLING $50.00 Total: $483.60 Building Inspector OF SOU�g®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® sean.deviin(,5-town.southold.ny.us Southold,NY 11971-0959 COUNT`9,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Joanne Tantillo Address: 135 Bayberry Rd city,Southold st: NY zip: 11971 Building Permit#: 46850 Section: 76 Block: 1 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment- Notes " AS BUILT NO VISUAL DEFECTS " HVAC Inspector Signature: Date: October 7, 2021 S.Devlin-Cert Electrical Compliance Form \qf S10 Town Hall Annex Telephone(631)765-1802 jr 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® EC EHE BUILDING DEPARTMENT OCT '0 7 2021 TOWN OF SOUTHOLD BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: 2� Building Permit No. g 6 d S o Ir Owner: Jdav� (Please print) Plumber: ✓1 Q?— (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Pl�m rs Signature) Sworn to before me this day of� -17 Qi 20 Notary Public, �ti y e QTM MICHELE L.IRBYGAOFFICIALSM JRNOTARY PUBLIC-NEW JEFeb.6 �o�apF SOUIy�� ✓ l� a � " ' i lgoe�4 RY * TOWN OF SOUTHOLD BUILDING DEPT. �ycou�n 765-1802 INSPECTION = [ ] FOUNDATION IST [ ] 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: } DATE [ INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION(IST) OQ H ------------------------------------ FOUNDATION(2ND) ' z ROUGH FRAMING& t� PLUMBING ` INSULATION PER N.Y. STATE ENERGY CODE FINAL - ADDITIONAL COMMENTS O m X r Q x d b H i r r gtyFFO(p oma° `oo TOWN OF SOUTHOLD�—BUILDING DEPARTMENT Town Hall Annex 54375 M4in Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hLtps://www.southoldtownny.gov Date Received APPLICATION FOR LDI PERMIT For Office Use Only D F9Z5'VF G LJ D PERMIT NO. 6 S� Building Inspector: SEP - 8 202 Applications and forms must be°filled out,in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUMDING DEPT- Owner's Authorization form•(Page 2)shall be completed. T® OF S®I7TD®I,D Date:9/7/21 OWNER(S)OF PROPERTY: _ Name:Richard Lawal l SCTM#1000-76-1-6 Project Address:135 Bayberry Rd Southold Phone#:516-214-0160 Email:rlawall@verizon.net Mailing Address: 135 Bayberry Rd Southold CONTACT PERSON: Name_AMP Architecture, Jess Magee _ Mailing Address:1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:'ma ee am architect com DESIGN PROFESSIONAUNFORMATION: f Name:AMP Architecture,_Anthony_ Portillo Mailing Address: 1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION:'-,-- Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: OOther Legalize outdoor shower. $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: 9-01 Intended Intended use of property: L Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 NC this property? ❑Yes B o 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 210.45 of the New York State Penal Law. Application Submitted By(print name): fl,v'� �.Y 11 1��• jesSU9eL[Muthorized Agent ❑Owner Signature of Applicant: j Date: I-7/Q,1 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) AMP Architecture,Jess Magee being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 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 �( day of ,20 allc DeboFAOrlowski ryQu�j NOTARY `; = Notary Mc,State of New York * Pus��c *= No.01OR6280392 N. Qualified in Suffolk County PROPERTY OWNER AUTHORIZATION °''�'�"�°P�''' CommisstonEx osil3rio?rs (Where the applicant is not the owner) I, W)4LAW L residing at I , l' I' ti do hereby authorize AMP ARCHITECTURE to apply on my beIf to th T n o Southold Building Department for approval as describe 4eei . Owner'sSignature ate Zl�,5W� L�►"I U, Print Owner's Name 2 Fat& BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD c - Town Hall Annex- 54375 Main Road - PO Box 1179 A Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerlDsoutholdtownny.gov - seand(c-southoldtownny..gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/10/2021 Company Name: Name: License No.: email: uncleb@earthlink.net Phone No: 973-454-1888 01 request an email copy of Certificate of Compliance Address.: 135 Bayberry Road JOB SITE INFORMATION (All Information Required) Name: Richard Lawall Address: 135 Bayberry Road Cross Street: Main Bayview Road Phone No.: 973-454-1888 Bldg.Permit#: Lf(pEng email: uncleb@ earth link.net Tax Map District: 1000 Section: Block: Lot: -D-ESCRTPTfW ORK (Please Print Clearly) Existing Central A/C Existing Central A/C Existin Central A/C Check All That Ap . or inspection?: ZYES ONO ❑Rough In ❑✓ Final Do you need a Temp Certificate?: OYES ONO Issued On 6/10/2021 Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground [—]Overhead # Underground Laterals ❑1 02 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: Existing Central A/C Existing Central A/C Existing Central A/C PAYMENT DUE WITH APPLICATION ca-14—d Electrical Inspection Form 2020.xlsx Iq q q l �o�y ENLARGED PIAN-HOUSE BASEMENT E-1 El El Pmfect LAWALL RESIDENCE 135BA YBERRY RD, SOUTHOLD NY 11971 ENLARGED PLANS EVIL AN-HOUSE FIRST FLOOR A-1 dawns 1 3 APPROVED AS NO ED O C C U PAN CY O DATE-, L-4 � USE IS UNLAWFUL FEE: BY:,, WITHOUT CERTIFICATE NOTIFY BUILING DEPARTMENT AT OF OCCUPANCY 765-1802, 8A TO 4P FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR CO. ALL CONSTRUCTION SHALL MEET THE COMPLY WITH ALL COL1FS OE REQUIREMENTS OF THE CODES OF NEW NE---'A/ YORK STATE & TOWN CODES YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. AS REQUIRED AND CONIDITIONS OF SOUTHOLD TOWN ZBA - SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES Additional N.Y.S.DEC Certification May Be Required. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. MFR 9/2018 --W TNWE XR DATE MOD. 404TTR403OL1000AA 110LTS 208/230 ' . SERIAL N0 18393KLBAF PH 1 HZ 60 MPACITY 17.0 AMPS MINIIJIUM CIRCUIT OTECTIVE DEVICE USA CANADA OVERCUFtRENT P MAX FUSE I BREAKER (HACR) 25 25 2.37 HFC - 410A 5 LBS. 04 0-'-. OR SCCR 5kkg(ISl) 10 +I- ?°F DESIGN SUBCOOLING C{imatuff ouraTuff Spine Fin ot'lek- HEATING AND COOLING TRANE A00 yEQUIPMENT ABUSINESS OF INGERSOLL RAND — 3059934 TYLER,TX 75707 ASSEMBLED IN USA Intertek 68.0 LRA COMPR.MCI. 12.8 RLI 208/230 V 1/8 HP O.D.MOT. 0.77 FLA 200/230 U DESIGN PSI - HIGH 480 LOW 480 F. ID. W L.P Install Prohibited in Southwest. CERTIFIED- www ahridirectory.org unitary Small AC AHRI Standard 2101240 c.rld.ceuM"esRI aniy wIer lie comPet+,x••'. c iSitd'kl'4H Ingersoll Rand IVI �L I III I II II III I III I II II II Ili � I II CATALOG No OUT n.,f N. 03802 bAMnf Hf NDtTf At, ENyE acgtW tENiNO wntAgtOUE IL&N 1vPE 9R ENCLOSURE , ionout SUITABLE FOR MOT 14-10 OR DISCONNECT SLOTTED 32-35 1' ALUMINIUMiERMI 8 q 3E-q ONEq, NATIONS TO HE 3-2/O� 41'65 ll PROT'NEL D II WNEN CONNECTI1LpP DUARD AGAINST RmA.MENT pA S 45.50 ECTLT Wq NMD%DEI ALUMINUM WIRE D NNI&TIND COMPOUND N D 'ULLERA/M: USpE'Pp - AMP S,Rml IKg1iN0NOTMOR[UN4NNf C'CUT f FO �AN ORAiRTEC18D METRICAL 24 ypi U N R C°yiEs',8aYEfOAMPERE MlT9M 0xIMUM PNDy EROR BUp'�ICgL k WIM A,f REANER RATED A;IMUM FUS BEFORE WORRINQf f0f AMPERE MINIMU�HORE NSIDE THIS EQUIPMENT RES M"'MUM CAUTI CIRCUIT Y ON; ;„;,L uaE cu Does NOT i c b. •a gor...f�„ RwAf OONTAI '©q '".aEa MIRE nnMILBANK' °..., ""O]] )S LINE tql afLLs 7a 'au»wNo i%-%;i:i,'i a 2, i i� d' ;x. .s • r i t � r r i , r Y -ems�.. 11+�1'}�y iii j�• � 1 .'3 fir;• ' t ,' f. , �, r s 5 ` 'lt •; S � ._ rte. ri v � �.: I 110 t ,gam` �7 .t SMI,• �c y � ., ..'S( �vC•�4, ... `'3, �3y... '1. .y SA i Of Y v t.. r - i 1 � f FI P � D ' I I { -rte — • y � AV 14 do i #•jay 4 h 1p J J � ± Land o� kc/%'ff l I • /2Z, UqV E Lc/- Z �\ t r97 i_ Wes ce \ � r , ' u ,is Ma!a r Cr" A/i?.,, �. •f!Y^i,!`O!'K �S/p. t f _7ef/'or! 76-. /`CJ} l/ ,��) ^ +•.< % L f �i . QMAUTHORIZAD AITIMTION OR AWITIQ% TO THIS SURVEY IS A VIOLATION OF Q� ILCTION 7709 Or THE NEW YORK STATE EDUCATION IAW. �� REARM // CONES Of THIS SU;VET MAI NOT "I i•%�/C' TO / -DO LAND SU.VETORS OCA SEAL OR q SMSOSSW SIAL SHALL NOT a CONSU U D kl'�j,r .tO U A VALID Tal:Cr PY. OLIARANTEE5 IN.-CAT•):::Y'.ON SHALL RIM pHLY TO THE PlnvS'>;FO.".WHOV• M THE SUR 75'�I �/ T1 iE' j+lrrl'�P..J' ��/Q35z/ u PREPARED.Ar:,CN Iii.FEIIALF TO THE I TALE COMPANY,rAOVF.0\NE?IiAI AGENCY . f . LENDING INS;IIWIGN U5:ED HEREON.AI TO THE ASSIGNEES OF THR LENDING I14517 fUTION.GUARANTEES ARE NOT IRAN$$- I M ADOITIONAI INSTITUTIOrN-O..{II.... j — OWNERS. _._� _ - _ --�-�A• �'c��,�.n�rec��a �I�e lJi�ior. �Savin�s.::Bank Ar��tG clic Awei­e_-r1 77-11e A/,Se,,eanGc - _ - ... ... . G.�censcd:LG►�td=�u�vcuors _.. 51TE PLAN HATCH KEY: ® EXISTING STRUCTURE a � PROP05ED ACCESSORY 5TRUGTUREW Z O 0 W O N ® PROPOSED 2ND STORY Q W >- U) - U Z J 1--Lo J P OJEGT SGOFE : FADE ISE I : O 00 TAX LOT 17 TAX LOT 18.2 0- In m 0—O0( .00 PROJECT LOCATION &SCOPE OZ SITE PLAN &ZONING DATA -LEGAL I Z I NC EXI STI NC OUTDOOR SHOVER. s 0 SHOWER FOUNDATION PLAN 1-- cr —LEC AL I Z I NC EX I STI NC ROOF OVERHANG. SHOWER FLOOR PLAN a w ROOF OVERHANG STRUCTURE -1 00 GENERAL NOTES > a' 0 WATER SUPPLY RISER Z 'H rq N43°Oq'00"� � � c - - EXIST. 4' CHAIN LINK FEN. 100.04' �� �� DATA : Z >: 4 REMAINS of 3' - ,�-- -__._�__- --���---=i.--- - _ _ - a z � HIRE FEN. `_" — u- w (b _ Lf) � � PROJECT / ZON i NO DATA � C EXIST. MAS. BBQ N ry TAX MAP # 1000-164-6 -6 EXISTING 4'X4"P05T EXIST. ZONING DISTRICT R-40 NO W/16 6A TIE Do; Nm Z C ARAC E LOT AREA 0.3 ACRES = _ Lulu Lu LL FM LOT 21 FM LOT 22 GofO - ADDITION Z-24146; 11/15/1446 w TAX LOT 6 GofO - ONE FAMILY DWELLING Z-24'14'1; 11/15/1446 °a I. I >, , FFRIAMII I U J FEMA FLOOD ZONE X EX15TINO 2"X6' a IL EXIST. �015T5 LEDGER �- FM LOT 20 GONG. To HOUSE .� 35' REAR SET}5ACK LL PAD LOT OVERAOE Ll _ Q - - - - - Z CEXIST.GMU BLOCKS TAX LOT -T — ~ ON GRADE _ "STP. 61 1- vJ DESCRIPTION (FOOTPRINT) AREA � �� N EXIST. W 36.0 S.F. m l IN—GROUND EXIST. TOTAL LOT AREA 12 w � LP TANK I � ILI EXI5TIN6 ONE 5TORY RESIDENCE 1 555 S.F. 12.6% I I I i ►I II d� II II X o- d II —jV II 11 II np0 II it n- _p EXIST. �[ EXISTING GARAGE 485.0 S.F. 3.495 e1 I I I I I I HODD v -- X 1 1 �►a— I I 1 1 X (- O I PLAT. 4 EXISTING OUTDOOR SHOWER 26.0 5.F. 0.2% 1 I w I I I I c B/H m( X F II II II F w ILI EXISTING BBQ 26.0 SP. 02% T I I I I 11 0 17.1 W EXISTING PLATS/ GONG. PAD 1835 S.F. 15% 13.q EXIST.2 X6 BOLTED --��Yl 'l �EXIST. EXIST. p � ' — A5 BUILT - - GONG. FM LOT 23 TOTAL AREA OF ALL 5TRIJGTURE5 22'76.0 S.F. E 185% KI(2) # LA6 BOLTS I - O PAD in I TAX LOT EXIST(1) 2"x6" P.T.ORDER 0 0 "MAXIMUM LOT COVERAGE ALLOWED - 20% O.D. — 1 5HOHER A/1 — — EXIST. I?.2' 4 GONG. EXIST. PAD HOOD REG2UIRED SETBACKS - MAIN BUILDING I PLANTERS I EXIST. REOUIRED EXIST. PROPOSED COMPLIES SHONER FOUNDATION PLAN 4 ROOF O.H. STRUG. G O G. FRONT YARD 35.0' 14.8' 14.8' EXI5T NG SCALE: 1/2" 1'-0" EXIST. �p z I 1 5TORY N SIDE YARD 10.0' 16.6' 16b' Y FRAME RE51 DENOE i FM LOT l a Q BOTH SIDE YARDS 15.0' 48?' 48:7' Y Ex15T1N6 ROOF SHEATHED W j GDX PLYWOOD AND PROVIDE NEw 2'X6" <1 [Q 55' FRONT SETBACK REAR YARD 35.0' 565' 56.5' Y ASPHALTSI►IN6tE5 RE-ENFORCEMENT w HEAVER 7.2' EXIST. 6' WOOD FEN. H. EXIST. EXIST. �16�I�R O..c. RR o 12"o.c. 6 STOCKADE GA- PROVIDE NEW 2'X6" rn FEN.H/ GATE EXIST. . z f W C RAVEL g j W p o1MBELEvsER v DRV. DRIVEWAY in X V 0 H/ BLOCK 111 D� TO HOUSE CURS tu PROJECT: O 16.6' BAH B/H LAWALL C1 - EXIST. 1'X6'P.T. � FENCING EXIST. 1'X6' PT.DECKING AS BUILT I•rJ'± if l (OPEN TO ABOVE) lu — � PROVIDE NEW SIMPSON (2) A23 5TRON6 TIE • EA.POST BASE 135 BAY BERRY RD 12-7.21' X SOUTHOLD, NY, 11971 ---------------------------------------------., -----_-------------- DRAWING TITLE: f* PROJECT LOCATION &SCOPE 541°44'10"E 100.00' 100, i e., $'�,► x'„`F.`* SITE PLAN &ZONING DATA ° I SHOWER FOUNDATION PLAN (DIRT ROAD) 3 SHOWER FLOOR PLAN IYROAD ROOF OVER HANG STRUCTURE BAN25' HIDE + y ,, '+ at h PAGE: ( ) ,g'k &' n SHONER FLOOR PLAN 4 ROOF O.H. STRUG. / *” SCALE: 1/2" 1'-0" —00100 *1 4 #`t'• a 5+ , � .. A��_, w, '',,.. .. �.' +� d,„. �+' c•- Jnr t•." ' '4' • - •`wr *'°�"`w K`;,k`'ar.>. �. �� . w''-ter`` �',.� 4. DATE: 09/15/21 1 O F 2 .. �s N "' •F 3 •4 A SITE LAYOUT NOTES: f..s.e. {,k, T :'" ', 't'a« i. f p .`.iK+w4y�'D"a,v-� �. I. THIS IS AN ARCHITECTS SITE PLAN d IS � ' � ,o- :e~ +' �,�•° SUBJECT TO VERIFICATION BY A LICENSED �';# � '' SURVEYOR THE INFORMATION ESENTED ON THIS SITE PLAN IS TO THE g= ; ARCHITECTS BEST OF KNOWLEDGE. : a "' ' ��'• • r., * " m" t _ _ n ,.; FS +",y..' 1 i+e+' ,, ♦ ,. +i.. 9• t� . M a. + t ` ( f__..;•� �...,. 'k° K 'i,+�t, ,, Com, r{'. ' •,. � .F 'r� f/•,�'"' i .'!i ��y+ ,a '� � :, ..� �_._"1 t,` `. � � 1.f r.3 I . c�' ,•;i�' (�g.,, 2.SURVEY INFORMATION WAS OBTAINED ., M� ,. - �" A+ .�y a" Y g',` • - .. "^ t.«z �, *4�� p.\ ; � I I an ' _ ,, (I ..� FROM A SURVEY DATED 08/11/21 AND PREPARED BY: rpm" i Ake C r! �� r ..'� ,�»�• 5GALICE LAND SURVEYING r T '• ( 3 `• a h S. BAY AVE + ISLIP N.Y. II"i51 SITE PLAN TELEPHONE: (63U 45?-2400 LOCATION MAP �1' SCALE: 1" = 10'-0" 50ALE: NTS 1. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN,WASTE,AND VENT(DHV) NOTES $ SPECA F I C AT I ONS SYSTEMS TO NYS PLUMBING GODS AND NY5 DEC REGULATIONS. Q V IT 15 THE CONTRACTOR'S RESPONSIBILITY TO MEP THIS CONSTRUCTION DOC -INT BINDER 2.PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. TOCeTHETZ AT ALL TINES.IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, LLI _ 0 SPECIFICATIONS,AND BE FAMILIARIZED HITH THE PLANS PRIOR TO HORK 3. ALL HATER PIPING TO HAVE GLEAN OUTS AT ALL GHANOES IN DIRECTION Lu IN PI AND AT BASE OF VERTICAL WASTE PES. J V-1 W GENERAL 4.USE 4' CAST IRON THROUGH FOUNDATION HALL AND PITCHED AT 1/6' FUR Q W }: I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE FOOT, APPLICABLE BUILDING DEPARTMENT. Z S. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: O (n Z 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. -DISH HASHER..................................... ' J ALL DIMENSIONS,CONDITIONS,AND APPLICABLE INFORMATION OF EXISTING - KITCHEN SINK.......................................2" J J STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. - LAVATORY. _......_....._.___......_.......2' Y -S OHER/TUB 2' O 3. ALL HORK SHALL CONFORM TO NATIONAL,STATE,AND LOCAL GORES -TOILET....... AND AUTHORITIES HAVING JURISDICTION. - LAUI4DRY ___._....._ _- ..-2- O O - FLOOR DRAIN..........................................3' CL Lo 4. ALL UNNOTED OR NON-VISIBLE EASEMm ENT5 ARE THE RESPONSIBILITY m OF THE OWNER/BUILDER 6. ALL SYSTEMS TO HAVE ONE 3•MAIN VENT'STACK AND INCREASED TO 4" Z CI' THROUGH ROOF. O 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE ARC.HITECT/ENOINEER BEFORE PROGEEDIN6 1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY AGGESSIBLE DRAIN d F=" WITH THE WORK. DRAIN COCKS AS REOV.HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOH Z � LJ.I Q PROTECTION. 6.NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE J UNLESS APPROVED BY THE ARCHITECT/ENOINEER. 8. HASTE FROM CLOTHES WA5HERS AND LAUNDRY TUB5 ARE TO BE PROVIDED J Ofd WITH BACK FLOW PROTECTION. -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS Z BEFORE THE START OF FRAMING Q. THE HATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL J Tq HEALTH DEPARTMENT STANDARDS AND RECA.ILATIONS. vi O 6.DRY HELLS AS REQUIRED BY STATE AND LOCAL CODES. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JJR15010TION PRIOR vi q. DO NOT SCALE DRGAWINS,HRITTEN DIMENSIONS TAKE PRECEDENCE TO CONGEALMENT OF PLUMBING. 04 (V 10. OYNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, 11. NOTCHING AND BORING OF STUDS,JOISTS,RAFTERS AS PER BUILDING GODS. CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL NO NOTC.HIN6 AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED vi NOR ANY POTENTIAL DAMAGE _ Lo 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE HORK AND 15 RESPONSIBLE FOR DESIGN INTENT ONLY. W 13. THE CONTRACTOR SHALL OBTAIN CEI'ZTIFIGATE OF OCCUPANCY. 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL TIMES. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL V RUBBISH,WASTE MATERIALS,TOOLS,ETC,GLEAN 6LAS5 AND LEAVE WORK BROOM GLEAN. = J 15.THE CONTRACTOR SHALL CARRY HORKMANS COMPENSATION AND GENERAL V 'J LIABILITY INSURANCE. ALL SHALL COWLY KITH STATE AND LOCAL CODES AND ORDINANCES. Q 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE HORK OF THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER COMPLETION OF PROJECT. h.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARGHITEGT/EN61NEER,AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES, INGLUDINO ATTORNEYS FEES ARI51N6 OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE,L055 OR EXPENSE(A) 15 ATTRIBUTABLE TO BODILY INJURY,SICKNESS,DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY(OTHER THAN THE WORK p ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM).(B) 15 CAUSED IN HHOLE OR IN PART BY ANY NE&LIOENT ACT OR OM155ION OF THE CONTRACTOR,ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY O EMPLOYED BY ANY OF THEM,OR ANYONE FOR HHOSE A01-5 ANY OF THEM MAY BE LIABLE REGARDLESS OF HHETHER OR NOT IT 15 CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. 18.ALL MATERIALS,ASSEMBLIES,AND METHOD OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING,NAILING,PLACING OF CONCRETE,ETC. ARE TO BE CAREFULLY 5UPLRViSED BY THE CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, APPLICABLE CODES AND 600D PRACTICE.DEVIATIONS FROM THE DRANINC75 AND SPECIFICATIONS HILL NOT BE PERtvil I II=D WITHOUT WRITTEN AUTHORIZATION OF THE ARCHITEGT/ENOINEER. HOT LE TlD la.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN05 -----� SUPPLY NEEDED,UNLE-55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS Ov PERTAINING ARE TO BE FIELD VERIFIED. COLD F- - - -� SUPPLY HATER 20.CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING HORK KHIGH INTERFERES HITH NEK CONSTRUCTION IN A WORKMAN LIKE MANNER 21.ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS IL SPECIFICATIONS,UNLE55 NOTED OTHERKISE. EXISTING FLUM5INr7-\\ 22. PROVIDE FIREBLOGKIN6 AS PER NEM YORK ACCESSIBILITY STANDARDS. 1 II_ 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY --------------------------------------- -� ...... UNAUTHORIZED USE UNDER FEDERAL LAIN BY THE ARCHITECTURAL_ WORKS - GOPYRIGHT PROTECTION ACT OF IcI90 (AHGPA),WHICH HAS SEVERE PENALTIES. 5HONIER CODES AND REFERENCE STANDARD: NO PLUMBING MOD. � I. ALL NEH WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK INSIDE TZ STATE BUILDING GORE,2020 NEW YDRI:STATE RESIDENTIAL O OPROVIDE •AmSCA Fp2oo FR 2 NEW YORK STATE PROPERTY MAINTENANCE CODE,AND 2020 NEW YORK H STATE ENERGY CONSERVATION CONSTRUCTION CODE. EXPANDING FOAM'(OR EQUAL) V lu 2. REFERENCE STANDARD USED FOR All WOOD FRAMING,CONNECTIONS OF Q AT ALL PENETRATIONS IN FIRE RATED WALLS AND WOOD FRAMING,AND CONNECTION TO FOUNDATION- 2018 WOOD FRAME W � 1K FLOORS/GEtLIN65. PRODUCT CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION (AFdPA) AMERICAN HOOD COUNCIL (AHC). SHALL CONFORM TO CONFOR$155 TO ASTM E 814, LOCAL PLUMBING CODE ASTM E 84,AND UL 1474 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEN YORK STATE ui PLUMBING CODE. Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE - MECHANICAL GODS AND 2020 NEW YORK STATE FUEL OAS PROJECT: 5. ALL ELECTRICAL HORK SHALL CONFORM TO 2Orl NATIONAL ELECTRIC CODE,NEPA-10 AND 2020 NEW YORK STATE ENER&Y CONSERVATION CONSTRUCTION CODE. ALL QENERAL HIND PROTECTION CONNECTION NOTES: AS BUILT ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION;55TD 10-gcl AND 2015 SE30 HIGH WIND EDITION HOOD FRAME CONSTRUCTION I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65,FOUNDATION HALLS, FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. i�L.UM�31 N� RISER - SUi�i��Y 35 BAY BERRY RD 2. APPROVED CONNECTORS,ANCHORS AND OTHER FASTENING DEVICES NOT SOUTHOLD, NY, 11971 INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2306 OF IBC SHALL BE U5M IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SCALE: NTS 3. METAL PLATES,CONNECTORS,SCREWS,BOLTS AND NAILS EXPOSED DRAWING TITLE: DIRECTLY TO THE HEATHER OR SUBJECT TO SALT CORROSION IN COASTAL AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. PLUMBING RISER DIAGRAMS 4. HHERE WINDOWS AND DOORS INTERRUPT WOOD STRUGTLIRAL PANEL SHEATHING AND SIDING,IRAMIN6 ANCHORS OR CONNECTORS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUD5,HEADER STUDS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS EXCEPT HHERE COLLAR TIES OF I•xb• OR 2'x4' LUMBER IS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF PAGE: RAFTERS. 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. P-1 0 :1000 -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERT 48' AND EVERY 16" WITHIN 4'OF EXTERIOR CORNERS. 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED TO THE FOUNDATION HITH ANCHOR BOLTS HAVING A MIN.BOLT DIAMETER OF I" AND 3'x3"x ' WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE DATE: 09/01/21 2 OF 2 PROVIDED KITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF'1' IN CONCRETE/MASONRY FOUNDATIONS. ANCHOR 13OLT5 SHALL BE LOCATED WITHIN 12' OR CORNERS AND AT SPACING NOT EXC®INC 4•'ON CENTER. f 1 i