Loading...
HomeMy WebLinkAbout41388-Z Town of Southold 8/22/2017 0 P.O.Box 1179 C° 53095 Main Rd �'f,�jd• �ao�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39151 Date: 8/22/2017 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1125 Tucker Ln, Southold SCTM#: 473889 Sec/Block/Lot: 59.-10-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/17/2017 pursuant to which Building Permit No. 41388 dated 2/27/2017 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: ADDITION AND ALTERATIONS INCLUDING A PARTIALLY FINISHED BASEMENT AND REAR DECK, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Bonano,Anthony of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41388 08-08-2017 PLUMBERS CERTIFICATION DATED 07-26-2017 �e�reRaguso Au o ' e Signature �saFEut,�coTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o4,1 �� SOUTHOLD, NY 1 � •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#: 41388 Date: 2/27/2017 Permission is hereby granted to: Bonano, Anthony 532 St Lawrence Ave Bronx, NY 10473 To: make interior alterations (finished basement and master bath) as applied for. At premises located at: 1125 Tucker Ln, Southold SCTM #473889 Sec/Block/Lot# 59.-10-12 Pursuant to application dated 2/17/2017 and approved by the Building Inspector. To expire on 8/29/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $667.60 CO -ALTERATION TO DWELLING $50.00 Total: $717.60 Building Inspector pE SO!/P�„®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 • a@ roger.richertRtown.southoId.ny.us Southold,NY 11971-0959 lyC®UNTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bonano Address: 1125 Tucker Lane city,Southold st: New York zip: 11971 Building Permit#: 41388 Section: 59 Block: 10 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: License No: 4943-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 22 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 25 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: Basement and Master Bath (2nd Floor), 2- Exhaust Fans, 200A Transfer Switch. Notes: Inspector Signature: Date: August 8, 2017 0-Cert Electrical Compliance Form(1)xls pE SO(/j�®C 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �,, ® iQ roger.richert(a,town.southoId.ny.us Southold,NY 11971-0959 Q c®UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bonano Address: 1125 Tucker Lane city,Southold st: New York zip: 11971 Budding Permit#: 413$$ Section: 59 Block: 10 Lot- 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eastport Electric License No: 4943-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 20 KW Standby Generator with 200A Transfer Switch. Notes: Inspector Signature: Date: August 9, 2017 0-Cert Electrical Compliance Form As t Town Hall Annex J Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • 1 Southold,NY 11971-0959 - - BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICAT_I-.O-N Date;- =='1 f ap) _17-_-- Building Permit No. Owner: (Please print) .l Plumber• :� 1.1 C� - - - _..- (Pleas int) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. I (Plumbers Si e) Sworn to before me this alp day of I LA 20 1 / F 9 9 Notary Public, ` �11,Count D THERESA­H. NAUMANN AUG 1 2097 Notary Public, State of New York No. 01 NA6061497 Certificate Filed in Suffolk Coun Commission Expires July 16, 20 EUMDEIiG DrgpT. TOWIq OF SOUTTIIOLD 3 t Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. • 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 / Date. C� New Construction: I/ Old or Pre-existing Building: (check one) Location of Property: o� S Ci�Piles `--� l �� 1170 House No. Street Hamlet Owner or Owners of Property: �u�'1 D Suffolk County Tax Map No 1000, Section "J � Block 1 Lot oZ Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ X17 A plican ignature SOUjyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 1 [ ] FOUNDATION 1ST [ ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: gv,/ DATE c3 )-q INSPECTOR JA OF SOUTy�� ��'�UOUNi'l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE l INSPECTOR ) l3� ' BOE SOUIy iR coUMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) .. REMARKS: f-A-r-w bm& �Y-"(ftjf �� PI Awt avAblk, () v.%/" "lel- 0;�/ � 14 DATE INSPECTOR SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [. INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FJRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESTS NT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL) REMARKS: (- i/i a4 kinlifilA 1. DATE 3 � INSPECTOR �o� Olo N o • so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ��- sTgn:� CA. Q , REMARKS: I R!IUY r�/w• Co G�®� � � � DATE �' � INSPECTOR BOE SOUTy H O coUMI,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK • DATE �!� INSPECTOR Z L �a0f SOplyo �y00UNTl,N� �I TOWN OF SOUTHOLD BUILDING DEPT. "l 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) , ELECTRICAL (FINAL) REMARKS: �eG�tl�lllG2�� DATE INSPECTOR !`-- 4 L $0�/jyolo H O ��'Y�OUNiV N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: Lp DATE 2INSPECTOR v� 1i � I ' i O "• " .���.••1 d It !� AM • P Al AZ • Voles ^ "� cl !' '!�MI .SA CAM • ���rimer'-,'ol►�'�!�' �.► � �� �I� li II�, 1.� � � • �� ' -'"-�'�'- r TOWN'OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BIII<-LO NG DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Ll Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate OL 'Storm'-Water Assessment Form Contact: - - Approw (� ,20 l Mail to: Disapproved a/c Phonol LINl o-0 Expiration I 'Z ,20_ Building Inspector D 1EC1KVF=AP " CATION FOR BUILDING PERMIT FEB 1 7 2017 Date F�,� , 20 f-7 INSTRUCTIONS a. This ap#1X1 jMVM$`ompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, aqj3N*jDMUVffMDe according to schedule. •b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application•,'the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for.any purpose what-"so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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 building's, additions,or 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 for necessary inspections: (� ature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder RA-e�,�k i� r� w _ I -• Name of owner of premises � �I�1 (As on the tax roll-or latest deed) If applicant is a corporation, signature of dul authorized officer (Na ne and title of corporate officer) Builders License No.b t-S 7 9=- I- - Plumbers License No. &2q!3(, - tot P Electricians'License No. LIJ 4J, -n,� - Other Trade's License No. 1. Location of land on which proposed work will be done: 11,1-5 �T c.,ke rs, 1��Rm �5��v�hot� ,- House Number Street Hamlet County Tax Map No. 1000 Section -'1 '� `°"13166 k- r ` Lot I �,F",^t 3..1_,�},l-;�,,,�,'.'?i .,_s,•t� +x;`:1.':';1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy , b. Intended use and occupancy 3. Nature of work-(check which applicable):New Building Addition Alteration X Repair 'Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on,filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars -6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions,of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth ' Height Number of,Stories = :,t_q-i 8. Dimensions of entire new construction`: Front Y' Rear 't ~ Depth Height Number of Stories �8 d 9. Size of lot: Front Rear Depth 'T,�j 10. Date of Purchase Name of Former Owner' ' 1 . Zone or use district in which premises are situated ' 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO I". Will lot be re-graded? YES , ' NO .Will excess fill be removed from premises?YES NO 14. Nimes of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor ` Ad'dres's Phone No. i lf a. Is this property within 100 feet of a tidal wetland or freshwater wetland? *YES NO IF YES, SOUTHOLD.TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within'300 feet of a tidal wetland? *`YES, NO IF YES, D.E.C. PERMITS MAY BE REQUIRED; 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. S--ATE OF NEW YORK); SS: COUNTY OF C/10,K being duly,sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the C/y 1��Ak_ (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; th t all statements contained in this application are true,to the best of his knowledge and belief; and that the work wi I1 be ' performed in the manner set forth in the application filed therewith. Sworn to before me this fh day of F-ebr-Um 20 / 7 am M &WiA_ N=RY PM TRACEY L. DWYER �. IC,STATE OF Notary Pub NO.01DW630S900 Sit re o /lpplicant QUALIFIED IN SUFFOL C COMMISSION EXPIRES JUNE 30,2.2LZ i o��OF SO�jyo` � o Town Hall Annex 1f l Telephone(631)765-1802 54375 Main Road N ax(631)765,.-g-112 P.O.Box 1179 Q roger.richertCaiown.sou5.ny us Southold,NX 11971-0959 �y�4UNTI,N BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: �j —�: --/7 i Company Name: ~ f-C�f—c% /l��• i Name: e /3 Al", License No.: r Address: Phone No.: �-j D_y 3 . f JOBSITE INFORMATION: (*Indicates required information) *Name: _&ns 5SA o *Address: /Z5 A er,S len 6 *Cross Street: lsoc,�o 3 *Phone No.: r Permit No.: !Tax-Map District: 4000 Section: c � Block: Lot: / *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) FIs job ready for inspection: YES/ ough n Final Do you need a Temp Certificate: YES/0 I Temp Information (if needed) � *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' Additional Infon-nation: PAYMENT DUE WITH APPLICATION i i 82-Request forinspec6on Form % lb I of S o D 1ECM0V[E cryo DD Town Hall Annex ! Telephone(631 8 2017 54375 Main Road coo ax 765. 592, P.O.Box 1179 • ro er.n hert n.sout o .n .us Southold,NY 11971-0959BU DIN D . OlyC0y T Fso D i BUILDING DEPARTMENT u0 TOWN OF SOUTHOLD � APPLICATION FOR (ELECTRICAL INSPECTION REQUESTED BY- Date:_ \9- Company Name: ,�s;/�v�; Name- License No.: Y3 M F Address. �, � -/V_t! 1Z I Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: / T-vders LAI Sou/ha -0 0 *Cross Street: 1" *Phone No.. -) Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Iwo- I , (Please Circle All That Apply) Is job ready for inspection: (O/ NO NO Raugh In Final *Do-you need a Temp Certificate: YES NO - - Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead F Additional Information: PAYMENT DUE WITH APPLICATION I - 82-Request for Inspection Form ` (ce i� -. p p IF P- of w y Avr go Iwo I M P s a � III � 1 Y s i FFF Y Vol 4k N kA 46 • ♦ �� �-5, Ai 4 4 � y S,L New York State Insurance Fund IF&vA&v.e Compens,"im A MAmblI4 fiemelks 2 CCRPORMTE CENTER DR-:IRD FLR,MELYLLE,NEW YORK 11747-312D CERTIFICATE OF WORKERS'COMPENSATION INSURANCE rul BRACFORD thrEPENDEIST I"V-RANCE AGENCISS AC 60 AWAI)FERLY AVE PATC40GUE NY 11772 POLICYHOLDER CERTIRCATE HOLDER GEM S-oX;F-:R CMJSTRUC71ON CORP TCYJYN OF SC)Un40LD 360 FISWEEL.AVE BUIMIS 0=-PAfU?mF---W RWERRSAO NY 11901 lcvm KALL SOUTHOLD NY 11971 PCLEE-Y NUMBER CERTIFICATE NLIWER POLICY PERIOD DATE x+39375-7 1 11fi937 07rZV2016 TO =44=17 7JITMiT TH3 IS TO CERTIFY TIJAT THE POLICYHOWER N"MO ABOWE IS INSURED VaTH THE NEW YORK STATE INSURP=E FLM UNDER POLICY 1`40. 2039 375.7, COVERING THE ENTIRE OELIWIDN OF THIS FOMYHOLDER FOR WORKERS' COMPENSATION k^DER M-Z PM%V YORK WORKERS! COMPE14SATMN LAW WITH RESPECT TO ALL OFERAMOONS IN -n-:E STATE OF NEW YOSX, EXCEPT AS INDICATED BELO%V. X0. WITH RESPECT TO Cf3ERATIa-tS OUTSICE OF NEW YORK, 70 THE POLrYHCL13EFrS REGULAR NEW YORK STATE EMPLOYEES ONLY. LF YOU%%V3H TO REC-SPr=NOTIFICATIONS REaARM?4G SATO POLICY,INCLUIXNG ANY NO TION OF CANCELLAMONS, OR TG'lAl I DATE THIS C ERT r-I CATE,VI S.7 OUR WEBSM AT HTTPS j?h%V//JM I F.COVLXMRTl`C ERTVAL-A SP.y HE N e.?l YORK STATE La URANCE FLIPM IS W-sT UASLE IN IT-M E1,r9NT OF FXLURE To GpJE SUCH NOTIFICAIMMS. THIS POUCY DOES NOT COVER CLAIPAS OR SUITS THAT ARISE FROM SOCILY 1N5JRV SUFFERER BY 7F=-OFFICERS CF THE 11S URED CORPORATION. SEAN SPICER PRES OF SEAN SPICER CONSTRUCTION CORP (ONE PERSON CO PI TRS CERTIFICATE IS ISSUED AS A UATTER OF EtAPCFxIAATlQt443NLYANDC'O)iFERS NO Ric-.%fm NOR W'SUR-aNCE COVF-PACE LFQN THE CERTCFK44TE HOLDEFL THIS CERTFICCATF CCES NOT Afil]END. EXTEND OR ALTER THE COVERABE AFFORCED BY lFiE POISCY. NEW YORK STATE INSURANCE FUND OIRECTQRJNSUWr.E FUND LNDER'.$.'RITIr4C VALIGAMN NJMr:,,=-P- 1057355263 AGENCY CUSTOMER ID: 900188 _ LOC#• AC V ADDITIONAL REMARKS SCHEDULE Page 2 of 2 Aoeiar NAMED UMURM Bradford Independent Insurance Auendes Inc Sean Spt=Construclion Corp PouarrNUNBet 360 FWW Avenue BDGOD85299-03 Riverhead,NY 11901 CaeaM U=Coae Mamun Indemntty Company 126743 aTECME DAW-- ADDITIONAL.REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER:2 03!16 FORM TITLE: Certificate of Liability Insurance This Page hrtenhonally Left Blank ACORD 101(2016103) ®2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AC R® CERTIFICATE OF LIABILITY INSURANCE °A W17`" n�'°o 7 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 IISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WANED,su bJect 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 endomement(s). PRODUCER CONTACT NAME: Bradford Independent insurance Aaendes Inc LOVullo Associates,Inc. PHONE FAX (631)475-6363 Arc Na:(631)475.6025 6450 Transit Road Ess - Depew,NY 14043 INSU S AFFORDING COVERAGE NAIC S INSURER A:MAXUM INDEMNITY COMPANY 26743 INSURED Sean Spicer Construction Corp INSURER e• 360 Fishel Avenue DISURERc: Riverhead,NY 11901 • USURER D INSURER E: INSURER F• COVERAGES CERTIFICATE NUMBER: 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. If= TYPE OF INSURANCE POUCY NUMBERAl I IUDD EFF POLICY EXP UMnS GENERAL BDG0085299-03 01131/2017 0113V2018 EAcs1OCCURRENCE $ 1000000 A X COMMERCMIL GENERAL LIABILITY I 60,000 CLAIMS-MADE a OCCUR MED EXP one $ 5,000 PERSONAL IL ADV INJURY $ 1,000,003 GENERAL AGGREGATE $ 2,000,000 GENLAGGREGATE LIMITAPPLIESPER: PRODUCTS-COMPIOPAGG $ 2,000-000 X pcucY JECT PRO Loc S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT W n ANYAUTO BODILY INJURY(Per person) $ ALL OWNED UiOS SCHEDULED BODILY INJURY(Per accideno S AUTOS HIREOAUTOS NON-0WNEO PROPERTYOS DAMAGE S S UMBRELLA UAB OCCUR EACH OCCURRENCE S EXCESS UAB CLAIMS440ADE AGGREGATE $ DED RETENTIONS S YrORXERSCONPENSATION WCSTATU- OTH- AND EMPLOYERS LIABILITY Y I N ANY PROPRIETOMPARTNER(EXECUTIVEQ NIA E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (MandaWq rn NH) E-L DISEASE-EA EMPLOYEE $ Ify�,descee under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICI (ANaeh A0ORD 101,AddfBand Remarks Sebedulo,If moo space Is roquirod) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southoutd �J Building Department AUTHORIZED REPRESENrATNE Town Hap SOUTHOLD,NY 11971 ©1980-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD - New York State Insurance Fund il'urders'Cawg�erraun��rr aE vtwhlrl}'Iirurfirs,Spod&Aw SGlce JYJ4 2 a W OPATE CEW ER DR.390 FLP.,KIELYLLE,NEW YCFIK t 1747-3770 CERTIFICATE OF WORKERS'COMPENSATION INSURANCE 4E2571355 s BRADFORD INDEPENDENT INSURANCE AGENCIES NO r EZO'hYAVERLYAVE PATCHOOUENY 11772 3[fJ t 19 Y®bAlc POLICYHOLDER CERTIFr—A;TE HOLDER SEAN SPICER CONSTRUCTION CORP TVATC CIF SOUTHOLD 36tH RSI-C-L A.NE LU"J.034G 0CaPAFLTte=NT R4VERHSAD h'Y iSTYi T(YAW PALL SOUTHOLD NY 11971 PCLDCY NUAIT3ER CERTIFICATE NUAWER POLICY FLRY. O DATE m"s9 371n7 116837 0724=16 TO 07624•'2017 017122 7H_S IS TO CERTIFY TFATTHE POLICYI-)DLOER N Us'r=D MOVE 15 INVJRED Ye1TH THE Haw YORK STATE INSURANCE FISID UNDER. POLICY NO- 23*375.7 COVERING THE ENTIRE OELIC-,A,TION OF THIS PCluCYHOLDER FOR WORKERS C MPEtti73A7YSN Li%DER 711.2 NEW YORK WORKERS! COMPENSATION IA'I WITH RESPECT TO ALL OPERATTON3 IN 1FM STATE OF NEW YCRK, EXCEPT AS INDICATED BELMV, AND, VOTH RESPECT TOCFERATIONS OUTSIDE OF NEW YORK, TO THE FOLICYHOLDEFVS REGULAR NEW YORK STATE EWFLOYEE9 ONLY_ IF YOU%%9H TO RECENE NOTIFTCATIONS REDAR:YXG SATS POLICY,INCLUMUG ANY NOTI.FICATICIN OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VIS17 OUR VOEBWTE AT HTTPa2ft1T'Old.NYSIF,(}OL%L CERTiDERT%IAL.A5P.THE NEW YORX STATE INSURANCE FUND IS NOT UASLE IN 71-=—EVENT OF FAILURE TO GWE SUCH NOTIFICATIONS. 7HS POLICY DOES NOT COVER CLATAS OR SUIT'S THAT ARISE FROM SOCILY INJJRY SUFFERED BY TFC OFFICERS CF 7W-- INSURED 1-INSURED CORPORAZON. SEAN SPICER.PRESS OF SEAN SPICER CCV—STRUCTION CORP (ONE PER9CN CORPI TF" CERTIFICATE IS ISSUED AS A MATTER OF INFCf-UdIATiONONLY AND CONFERS NO RlEk3T8 EOR WSURANCE COOERACE UPON THE CERTIFICATE HC4DEFL THIS CERTIFICATE CCES NOT AMEND, EXTEND OR ALTER THE COVERAQE AFFORDED 6Y TKE POLICY. r ,NEW YORK STATE INSURANCE FUND IZ-4 F "` OIRECTOR)NEURANCEFLNI)LNUEWRITINO VALIDATTON UJA1&�1057355253 LL2E 3 AGENCY CUSTOMER ID:800188 LOC 0• AC R® ADDITIONAL REMARKS SCHEDULE Page 2 of 2 AGENCY NABrED INSURED Bradford Independent Insurance Anencies Inc Sean Spicer Construction Corp POUCY RuMBER 360 Fishel Avenue 8060085299-03 Riverhead.NY 11901 CARRIER UNC CODE Maxum Indemnity Comparry 26743 EF76MM DATE ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER:25(03/161 FORM TITLE: Certificate of Liability Insurance This Page Intentionally Left Blank ACORD,101(2016103) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD REScheck Software Version 4.6.3 Compliance Certificate D DV[E D FEB 2 4 2017 Project Anthony Coutsouros Energy Code: 2015 IECC BUILDING DEPT. Location: Southold, New York TOWN OF SOUTHOLD Construction Type: Single-family Project Type: Alteration Orientation: Unspecified Climate Zone: 4 (5572 HDD) ' Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1125 Tuckers Lane Peter Podlas Southold, NY Architect, PC REM Envelope Assemblies Gross Area Cavity COnt. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss --- --- --- --- --- Exemption: Framing cavity filled with insulation Basement Wall 1: Solid Concrete or Masonry- 1,696 0.0 11.0 0.057 96 Orientation: Unspecified Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Window 1: Metal Frame:Double Pane with Low-E --- --- --- --- --- SHGC: 0.00' Orientation: Unspecified - Exemption: Storm window alteration. Door 1: Solid 18 0.160 3 Orientation: Unspecified Compliance Statement. The proposed building design descritied ljeFoERis,`;pnsistent with the building plans,specifications,and other calculations submitted with the permit application.The OP(6r%bui fi;tg. b5 be p designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and W,comply wi the mandato `?e-ti'r S-il t in the REScheck Inspection Checklist. Name-Title Sig d r :' ' } Date Project Title:,Anthony Coutsouros Report date: 02/20/17 Data filename: O:\CAD\Plans 2016\Erosa, Edwin\Res Chk.rck Page 1 of 1 BRIGGS&STRATTON 17 & 20kW1 STANDBY GENERATOR STANDBY GENERATORS BRIGGS tl &, ,STRATTGN® 9RIG0685 pGT tlN`y ipi THE ,SMART CHOICE a' For the discerning homeowner that is looking for the smartest, most reliable ' permanent backup power solution. PARTS LABOR-TRAVEL LIMITEO WARRANTY Unique Airflow Technology Commercial-Grade Briggs&Stratton Vanguard-Engine • Making these models 501/o quieter than most portable generators •Powerful VTw(n OHV engine •The unique design pushes engine exhaust out the front,directly away •Easy conversion between natural gas(NG)and liquid propane gas[LP) from your home during installation Flexible Placement Quality Clean Power •Approved for Installation as close as 18"to a building' •Ensures your electronics are safely powered Symphony®II Power Management System Corrosion Resistant Enclosure&Base • Customizable to your home's needs • Made with automotive grade galvanneal steel to resist rust •Automatically balances the power of your home's electrical load Including •Powder-coated paint for years of protection against chips and abrasions high wattage Items like air conditioning units and electric ovens • Offers whole house power with a more affordable home generator c&s LISTED LIQUID PROPANE GAS I NATURAL GAS I LIMITED WARRANTY' MODEL VOLTAGE PHASE HZ BREAKER LPAW LP AMPS NG kW Na AMPS PARTS;LABOR;TRAVEL 3 Briggs&Stratton i 120/240 1 60 - 80 17, 70.8 153 638 5 Year I. 040549 3 Briggs&Stratton 120/240 1 60 100 '20 83.3 18 75 5 Year p 040336 CU This generator is rated in accordance with UL(Underwriters Laboratories)2200(stationary engine generator assemblies) and CSA(Canadian Standards Association)standard C22 2 No 100-04(motors and generators) z The installation manual contains specific instructions related to generator placement in addition to NFPA 37,including the requirement that carbon monoxide detectors be installed and maintained in your home 1 a Warranty details available at www briggsandstratton com egIG:6;diT A -- STANDBY GENERATORS 17&20kW STANDBY GENERATOR ■ ENGINE LUBRICATION E Engine Model Briggs&Stratton Vanguard" Oil Capacity(oz) 79 Engine Model Type Trim Number 613275-0003-E1 Lubrication System Full Pressure Engine Speed(RPM) 3600 Recommended Oil 5W30 Full Synthetic Liquid Propane[LP1 or Engine Fuel Natural Gas[NG) Low Oil Pressure Sensor Yes ALTERNATOR SPECS Engine Cylinder Configuration OHV Manufacturer Briggs&Stratton Number of Cylinders 2 Type Self-Excited,Rotation Field Displacement(cc) 606/993 Voltage Regulator Automatic Bore&Stroke(in) 337/341 Insulation Class F Compression Ratio 8 5 1 CONTI;OLLER FEATURES Governor Type Electronic Hour Meter Yes Frequency Regulation +/- 5% LED Digital Display Yes Valves OHV with Hardened Seats Fault Code Display Yes Ignition System Fixed timing Magnetron® Electric Ignition Weekly Exerciser Yes Starter Motor Rating Voltage 12 Volt Battery 12 Volt FUEL CONSUMPTION' _ ~wSOUND RATING AT 7 METERS PER ISO 3744 50%Load 100%Load 17kW 20kW 3 Liquid Propane 74 ft3/hr 2 06 gal/hr 118 ft3/hr 3 28 gal/hr 69 dBA 66 4 dBA s n Natural Gas 170 ft3/hr — 248 W/hr — Lowest measurement of 12 microphones around 3 Liquid Propane 83 ft3/hr 231 gal/hr 135 fL3/hr 375 gal/hr generator Sound level measurement at other locations Y around generator may be different depending upon p installation configuration N Natural Gas 187 ft3/hr — 260 ft3/hr — 'Fuel consumption rates are estimated based on normal operating conditions Generator operation may be greatly affected by elevation and the cycling operation of multiple electrical appliances—fuel flow rates may vary depending on these factors 2 164 RON STANDBY GENERATORS 17&20kW STANDBY GENERATOR OTHER FEATURES CERTIFICATION Enclosure Material Galvanneal Steel with Corrosion CARB Compliant Yes Resistant Paint Overcrank Protection Yes NFPA Approved Yes Engine Warm Up(sec] 20 or 50 Automatic Transfer cUL Listed to CSA 22.2 NO 100-04 Yes Switch Controlled Engine Cool Down(min) 1 NEMA Compliant Yes Response Time(sec) 26 or 56 Automatic Transfer EPA Certified Fuel System Yes Switch Controlled Monitoring Options Basic Wireless Monitor l AVAILABLE ACCESSORIES InfoHuU'Monitor Continuous Maintenance Kit 6035 Battery Charging Yes WEIGHT AND DIMENSIONS- ° I Cold Weather Kit Briggs&Stratton 6231 17kW 20kW Basic Wireless Monitor 6264 Assembled Weight fibs) 484 500 InfoHub 6260 Overall Dimensions(in) 50 5 x 32 9 x 31 50 5 x 32 9 x 31 Remote Status Monitor 6144 Packaged Weight Jibs] 597 613 Packaged Dimensions(in) 68 1 x 41 x 39 5 68 1 x 41 x 39 5 47" 31.. n:GGe. ° 31.. Pg b° . 9 IL rl 50.5" 32.9" 3 ,f-• -- A eaiccsssmnvow STANDBY GENERATORS 17&20kW STANDBY GENERATOR URi Natural Gas/Inlet Pressure less than 2 PSI/Pressure.drop.05"w.c./.Specific Gravity,0.60 1/2"pipe capacity 3/4"pipe capacity 1"pipe capacity 1-1/4"pipe capacity 1-1/2"pipe capacity 2"pipe capacity 20'Length' 118 247 466 957 1,430 2,760 40'Length' 81 170 320 657 985 1,900 60'Length' 65 137 257 528 791 1,520 80'Length' 56 117 220 452 677 1,300 100'Length' 50 104 195 400 600 1,160 Propane,:pipe/Tuhing,Second,Single or Integral Twin Stage Pipe Sizing 11"-Water Column Inlet .. F with a 1/2"Water,Column Drop Maximum Capacity of Pipe or Tubing i z.. 1/2"pipe capacity 3/4"pipe capacity 1"pipe capacity 1-1/4"pipe capacity 1-1/2"pipe capacity 2"pipe capacity 20'Length' 200 418 788 1,617 2,423 4,666 40'Length' 137 287 541 1,111 1,665 3,207 60'Length' 110 231 435 892 1,337 2,575 80'Length' 94 198 372 764 1,144 2,204 100'Length' 84 175 330 677 1,014 1,954 'Total length of piping from outlet of regulator to appliance furthest away A061TIPPJAL NFORMATION, 71 TRANSFER SWITCH SPECIFICATIONS Prewired 16 Circuit 100 AMP Model#071076 Standard 16 Circuit 100 AMP Model#071047 Symphony®11 100 AMP Model#071071 Symphony"11 150 AMP Model#071070 t ... -. . . Symphony"II 200 AMP Model#071068 Symphony®11 Dual 200 Amp 2x2OO/4OO Model#071057 Voltage Rating 120/240 Select Circuit 16 ► Number of Protected Circuits Symphony"II Whole House 0 p UL Approved Yes NEMA 3R Rated Yes Disclaimer.Not for Prime Power or use where standby systems are legally required,for serious life safety or health hazards,or where lack of power hampers rescue of fire-fighting operations ' BRIGGS&STRATTON POWER PRODUCTS GROUP,LLC POST OFFICE BOX 702 MILWAUKEE,WI 53201 USA Copyright©2016 All rights reserved 8S1007-G-5/16 Briggs 6 Stratton Corp reserves the nght to make changes in specifications and features shown herein,or discontinue the product described at any time without notice or obligation 4 ;h APPROVED AS NOTED OCCUPANCY O A USE IS UNLAWFUL BY: WITHOUT CERTIFICATE .��� NOTIFY BUILDING-DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE OF OCCUPANCY FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED � � � � FOR POURED CONCRETE ¢¢ ' 2. ROUGH - FRAMING F� PLUMBING 3. INSULATION UNOFF 4. FINAL - CONSTRUCTION MUST WATER R BE COMPLETE FOR C.O. ' RE'[AIUA�dTO ALL CONSTRUCTION SHALL MEET THE PUBS CHA?TER 236 REQUIREMENTS OF THE CODES OF NEWCQDE. YORK STATE. NOT RESPONSIBLE FOR ®�Zt{ETQN DESIGN OR CONSTRUCTION ERRORS, � ,-fl � CERTIFICATION -� � � w S OF cod"Jgvjr_ O\IVD CODES PLU��B`R TENT BEFORE STA '� '�1. ��lt� LEAD COiV `fi,s'� AS EQL3�RED =� - { P iFICATE OF OCCUPANCY, ,90LDER USED I CANNOT SUPPLY SYST F 1% LEAD- EMCEED 2/10 O PLUMBING t ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERT—,,) :r �-Decking .1,.8„ MGA Deck Joist \ H2A Frameless Tern (2)2x8 Girder into cross Simpson ABU 44 4x4 glass shower girder( Simpson H5U48 ) post base wall N co 8 dia. concrete filled sono tube - rebar to 'b 16"x16"x8" poured footing I 2 " �J ` Teco (2)2x8 Girder Into cross conc. -1" 2-4 c+ girder( Simpson H5UR/L26-2 ) DECK GIRDER PIER DETAIL ° (2) 2x8 (2) 2x8 NEW 3/4 HIGH WALL R doP _g / g_3 �.___-� s i OIL TANK41 WITH 5/8" FIREGODED GNB ONEAGH 51DE OF WALL Z 3/28/2011 OIL TANK Deck Replacement BAR I Proposed Master Bath o x (2) 2x8 (2) 2x8 00 r- Teco (2)2x8 Girder Into cross PROVIDE FRESH AIR INTAKE girder( Simpson H5UR/L26-2 ) FOR HEATING UNIT / FIREBLOGKING AND •' � ��� DRAFTSTOPPING A5 PER R302.11-R302.13 (TYP) PROVIDE Fire rated GW8 \ 1 a0' 2" 2x8 MGA ledger bolted thru above HEATING UNIT o _ \ 2X4 STUD FRAME WALL ON SILL SEAL AND IN FRONT OF 2" R10 RIGID 2668 REMOVE COLUMN. ADD 1/2"X Cl" INSULATION APPLIED TO EX15TINC P Field Verify %/5TE L FLITCH X q.5 LVLS TE TO EXISTING EXISTING `�LR�-DCONCRETE FOUNDATIOR, (3) 1.15x GEILING q.25 LVL __ girder for - -"�- --Remove existing column t� I G iJT �I_��� i. EX15TING this span ry HEIGHT EGRESS ---- 2668 NOTE: GLG HOT UNDER ADD (2) 1"Xq" STEEL NOTE: MINIMUM ------------ GIRDER5 AND DUCT5 ' FLITCH PLATE TO (3) FINISHED CEILING -- UP bench linen shelving MIN. 6'-4" \ �� '� 1.75 X 9.5 LVLS HEIGHT TO BE I'-0" �']�q �' ` 2668 2668 - 2"_hooks "� p ✓_I__I' _V� DF-5GRI_PTO_N ❑ _Remove exhaust fan �j� / /' C,L. 2068 existing column �� EXI5TING 2oba / 01 LS L- - - - EXISTING TO BE REMOVE] NEN PARTITION EXISTING FOUNDATION 2668 EXIST. Lij 0 WATER LINE \ REVISIONS CL. - \ �.,� 2668 l -- ,- - -- COLUMN REMAINS 3/28!201"( 1.15 X q/25 LVLS v Deck Replacement SMOKE DETECTORS ; j HARDWIRED AND �- FLITCH W/ 1 1/2 X q ,:...__ INTERCONNECTED PLATE ti �. ---- - : - - 2868 - --z`• 5D o _ r- I - - 11'-2" GO I N 5 U LAT I O N VALUES 1/2" GWB ON UNDERSIDE / 6'-0., m - � .=.T ____`---- -- - ---'- -_-------- -_---- - OF STAIRCASE ( Y ) \ R3021 V �_____----------.---...- - - "' EXISTING CEILING R30 BATT INSULATION EXTERIOR WALLS R10 RIGID INSULATION R WALLS INTERIOR R13 BATT INSULATION 36"-high rail required only if top-of deck-is _ I': FLOOR CARPET AND PADDING __. . higher than 30"off of grade EXTERIOR DOOR INSULATED FIBERGLASS U = .1 q - REPLAtG�MENT NOTE: UNDERSIDE OF a =���lu`✓ r�i ' _ _ _ __ _._- _._ ._ _ __ _ ___ ___ ________ _ _____ ___ ___ ._ ENTIRE EXI5TI NG FLOOR �► 2017 -._. _.. _ _ MAY ASSEMBLY TO BE 1 /2 G1�lB -- - --- - - - 5/4 x-6-composite ! -- _ - Ny,, _ ...T , B�D�G DEPT. decking and vinyl fail---- ,-------- - --_ `' �` '`7"c r' " �,, •r g OUTp30LI3 - - - -- ---_.-- - OWI O S >. jr. 't i _-----------_..---------- ---- ._____.----_-_-___--- ------ ------- -- -----._... --------- REV 15 O . ENT - - - I N �� PLAN ---- �i 3/28/2011 - Deck Replacement XWAONY ' BA5EMENT 00R' PLAN 5GALE: 1 /411 GOUT50URO5 PETER T. POOLAS, Al ARCHITECT LAILA LANE,BOX 255,REYBENBURG,NY 631-325-0929 DATE 01/13/11 1563 sq.ft. finished baseme , 3 1125 TUCKERS LANE, ✓- ,, SCALE: A5 NOTED S� Page 3 of 3 SOUTHOLD, Wr U r N Y 5 F, c n', 0 1 7- 1'-G -,"Ir, E F 6 IF 16/,�110 .5 , r I./ I- ,I i� Lorditirs Stirw;nus, - a floor or lording to be proviJ,?d ot top end*bottom - No liondincl requireJ rt 16-I.C." Thic u,,1:1! r,��+ 1­�,7vc or of Ord w*ll not be for con'7truct'on 1.0-5 F F,11 i no - A!i m 1 n�j i flo h i n cl, I C d CO r�', di, f 1 r'� hi r il I U)--n I I p c r c rr-- 0 r:5. t.. L7 ii top of i interior stoirli.)3!j Provided door does rot swing over str',r J I Flv7,: dlr�E; 7 �_ I I - - 1 4,E. Exte'rior doors - a floor or 1-11 no if, 1 corner,.. r -h r-!! vr!lc1,)5, ridoes, windlow,�, door i­icrds, end join}`', Cf -M1111-1- tccl­,,-Jqju-��s, z�cqucnccs, z-,nd progrorns or for srl-ty precailions and, progroms U 7r, exterior door - At other thein the required exit door, a landing iz, not required 'red on CE" c rc sh side &I in cclr4_,r_ticn LvIltil the LtiCr�. and 1.00 SurvcLj dr-tr-, taken from survcu: ri,rtcdr!�7,. Termitc 15'llield - Copper Krot Prl-/cr on the exterior !:idc of a door hl-vinr. three or fewer risers. All doors - n floor or landina s�, ,-.I!l rot be more SITE 1^4ORK Tf�,- contrLr,_-t�nr c-,h.7!1 cive P.11 notices r.-1d COMPlU With FIl ordinrric-cs, rules, rcoi)lr'lons then 1 1/2 ill. lower than the top of the threshold - At other than the required exit door, the elevation 2.00 1.0�1'1 Ga - as selected by Duilder• difi,'Crert below the threshold of an exterior door Is limited to 114", provided the door does not swine cnj 1,7"Vllul aiders of rmy pul�-Ili_,- cutholrit�j bC-r,ine the performnrice of the work and shall promptly over the landing (no', applicable to storm doors). orchitest I,-'t1hr dr,­).Anos C-nd speciricrtions Ore of v.-ri--rice hcrc',,L)ith, 2.01 Excavo.`,on shell be sufficient to provide fill design dimensicric, or to 0110W for forminc. 1.01 Outters and Leaders - .032" prefirlished aluminum gutterE;. .0211" prefinishcd �Iumlinurn -ctor E d nd hold t r, as rellilred. All footings lca,lers. Color - white. To dlrq� u-115 if required. L L i t L Is to beer on virgin soil, pressure assumed bearing cap 2 T57 0 O!vrcr rnJ conlro ch�7!1 i m r,i o, J h:7rmIc-c�; the architect rid their end 11.16 ErlergcnrL� Escape arid Rescue Openings (r,310.5). Bilco enclosures with direct exterior access empIcLi-cs frorn, r1l cleirrE-., darn^nes I=cs (-nd expenses including but not limited to attorney permitted if in compliance with Minimum net cicolr opening requirements. -7��tion - use clean earth contrining no orcanic matter, we!! ereded. �.0) DOORS AND VNINVONS - I r f-, - 2.02 Backfill and comet: oil of resulting from the of the work, provided that any such claim, 11.`1"1 Treads end Risers (R-3 11.5.3) Maximum riser height or expense (1) 1S rttributo�le to bodilu injurL c or derth or to injury h1t to be E 1/4". Minimum trend depth Fill bencirth structure shall be compacted to ci5o, densit�) a3 per#,',-.,TM D 11--151 s 1 r-�,n e s s-, di-,e In�7,t - c I I to be 01". (R51 1 .5.3.2) 5tairwoy width - stainur,-is to be P, minimum of 56" in width all points above the ncluditir, the 10C'� &,7 W-,-,P_ resulting there Method D. Bnzkfill hr1l not be placed against the existing foundr.tion walls until t�C- b.01 Op c n I ngs for emero,cricy u se s llal I i ncl u de d.oo s or ope pr,rts of windows nd c)u)s I or_F�ted t.,) dc7trurtion of tL-rLlible- property (other t,`irn t'IC Lvorl� itself ii ; - L handrail height. Hrndroils, mr-,. maximum of 4 1/2" on one or both sides of permitted hnndra concrete is of r sufficient strength and t�le W�11115 Ore braced nit both top rld bottom a�: to provide unobstructed eciress to legal opLcn spr_,es. Such cpeninr�s Elin,!l not fronn r-ic', (2) k--, couc-,ed in while or in pr-7' by ny ricgligent p,,' or orrission of tile contractor, on'tJ SUb- _4 project a m, -gr stairway width at and below the handrail height, Including ti-cads end by fro st3ir_v=us. Minimum clear arcing lumber or temporary brasing. irrpedc egress in on emerocticy, shl,,'l have -:,, mirimuri r-co c� 5.7 �50'. ft. wltl�i a r in. rnur-)nc directly Cr indircc,"Lig emploucd by ony of them or anuone for villose e.,_,ts any of them d landings, to be: 51 1/2" with handrail on one side only, 21" with handrails on both sides. heio!lt of 214" ;ntld -1- min. width of 20" with bottom of open!ri,�-,,s no hllo'i er th(--n 44" r�:,cvc i-r,i uir:7�,olc, rcrpre!css whether cr rot it is, caused In pert bu t.,, polLy indemnIF-icd hereunder, -) . 6 1 '.1 6 () - - N*Tlin each flight, maximum variation of 5/5" between greatest and smallest riser heights'. Within 2.03 Drainage at footings - as required 4" dinrn. perforcted pInstic pipe to dry well if soil finished floor in .7!1 rbove gi-rde Stories. All gloss witinin 1 S" of f:!ool- to tc E,�fctg ciccc-. 1 . 4 Archlil­,t is not eno'­,icd for supervision in any cnpocitg unless otherwise noted. each flir,�, t, maximum variance of 5/5" between greatest c-nd smallest tread depths. with conditions require it. Backfill shall not be placed against the existing found"n'tion Orode floor openings should have a min. net clear opening. of 5 5.q. ft. (!?310.1.1) �6 until the concrete is of a sufficient Strength and tile walls are bre cod at both top and 16.0 Cort-,�Ltor to obIM:in -01 rci-mitS cLrd insurr-,rice necessrij to protect the archil-�ct and solid risers to have rosings of a minimum of 314" end a maximum of 1 1/4". Nosings not required .1 -m is 5?,' of floor for light far for trecids et least 11" in depth. (Open risers cannot permit the thru passage of 0, �' sphere.) bottom b,_ 1 4 framing lumber or tempora bracing. Minimum window requirements per rot, d. 4 0, t�-r Ar&itcst to be no'iflird in writing of rl! chang n durin,�, con- 17.18 prior to end ,4 3.00 CONCRETE Ventilation. 'trur�licl. This drrA)ino IF, an instrument prepared to facilitate construction rnd, shall not 11.15 St�111rworj Height (R31 Min. headroom of 6'-&" for stairwP_!j,3 and landings. Headroom height be, ccnrtrl ied c75 r, con!rost bctLvecn the builder end the OLVI'ler. Federol, State ::nd Lor'n- I rlersured ver'Licnilgi from Eloped plane adjoining tread nosing or from floor surface of 8.03 Doors and windows to be insulated glass. i 3.01 Concrete work shall conform to American Concrete Institute St'andord. _L_Onir�n, 7111d bUildinO COCI.- CO'rpli�lncc .,he.,, be bc the rcsponEibility of tile contra,_tor. 104nding or an platform. accessible space under stairs to receive 1/2" owb. 5.02 Concrete shr!I be a min. 3000 psi class cot 28 clr,-js unless noted otherwise. Poncho 8.04 Entrance doors to conform to NYS Energg Code. bC I 11ci Special Stairways Winders to have minimum trend width of 26". C1, dCsioned in occordnrice with the NY,-; Energy Gonscrvr.tion code, Tread depth to be nit least -1.5" at orly point more than 12" from tile narrow side. Steps, StePs, C3- roje floor to be 3500 psi. 8.0_::� Gr-,n�c doors to be rated for current/applicable wind load. rcc-Je,:7,-1i7l code in NYc_-',. 1120 Smoke Alarms (8313.1) Where multiple smoke alarms ore required, interconnection is required. -lNC- LATEST rEVI��!ON OF 22010 NYS RESIDENTIAL BUILDNO GODS reinforcing Rods - ASTM A-305: 6/6x10/10NNFA5TMA-1&5. Reinforcing Ci.00 FINISHES I 10.� Smoke alarms rms to be locoted, in each sleeping room, outside of each --rporete sleeping area in the immediate vicinit�j of the bedrooms, on each additional story of the dwelling I .,, includinc in footings cnl,. t 1-1.0 All cr�,Vcicrlc �7,q7tcm�� be in o�Scordf,,,nce Lv;�tht the NY5 Eneroij Gonservntion Code. I basements 4 where variation in soil conditions require, end where soil does no g L! provide 2,500 psi or noted otherwise. Ord cellars, on each level in split level dwellings where an intervening door is located ��ctu, a, , 01.01 Drjoa!I - X" tapered edge gypsum board, applied, ~ped rand finished o',S per US 17.02 conclrLlu-tiOn Ei1F-!I be in conformnrice with Sers. R1001 . Air 1prl-ane wi�h closs the rdjr6ent levels. An alarm rm located onlu on the upper level is permitted where there is no Oup-um Company recommendations. Use water resist!7,mit tune 15 U - rote f - door between t 3,04 Form.-.vorl.- _&C-ill be well braced true and foundr.tion - or intervenino he edjrcent levels and the lower level I,, less than one full story below to dimension, level end plumIL -rJ doors cutcidc air suppIL he,-; been designed for grades less then 50/J' . cei!ing as per NYS Building Code-. �4 shall b c provided as per N 110 1.11 . the upper level. Any alteration, repair, edition or conversion to an existing dwelling requiring a building 1"1.CJ_'7 Gu�--J rails air; only required where the difforence in gr,71E-� is more t1ion F;7. (8312.1) Opening in piermit now requies that ail sleeping rooms in the house be upgraded with he,d wired & interconnected 3.05 Vapor Barrier 4 mil. poluethtj!ene sheet lisp all edges 6". Membrane Wn-terproofinc- 10.00 GA571--IN-FLACE GONGRETE - -,!13 to be 4" rr.rx. OR312.2). Hnndrnils Fre required on st,irc, with 4 oir riore risers smoke(FZ51 e!am. our,r,d r shall be installed on all sub-5urface exterior found P_,�ion wails. 11.21 H,nndr�-Jls Size (R311.5.6.3) Two methods prescribed with option of accepting handrail with 10.01 All reinforced concrete shal! be firrished and in-sta!led in occordonce L)_);t1H1 the C, Thi: codc describes the height of a building Os; the vert, distince frcri the oroJr- plane to the 6-auivc-!Crltne 1 rails - if Circulrr cross-section, diameter of 1 114" to 2"; J Tune 3.Ob Footinas rt dIff--rent levels shall be stepped orld the step, rise rnd run be n current AGI-5 1 b "Building Godc Requirements to,- r.c inforced Gorllsrcte." rIvr, l-,cirht of t'lle •hi&est roof sUrr;3,_'C. Grad^ plane is lowest point of grade from ony distance 6'-0" if noncirculor rail, cross-section of 2 114" maximum with perimeter of 4" to 6 114". Type 11 maximum slope of 1 verticil to 2 horl-7orta!- ruur,,_! from 110L,150. rwJ!_, - perimeter dimension exceeding 6 114", graspable finger recess to be provided on 11 .00 FOUNDATION NOTES both sides of rail, with specific dimensional criteria -set forth in code. 11.C= r7cceCs openings must be a minimum of 22" x 50" with a mill. of 30" unobstructed he--d-oorr. 4.00 MASONRY (t-P. 11.1-12 Hl.ndrolis (Section R31 1 .5.6.1) Located at 34" vertically above nosing of treads. Min. of one handrail 11 .01 The presumptive soil benrino capociti. o C'���)ove 0 0-1.1) _4 is assurned to be (2) T5F 4 r r1l footings. reouired for stairs of boo or more risers. Handrails to be continuous full length of stalrs from a point 4.01 Concrete Masonry Units she meet ASTM C-1110 errJe A; solid block A5TM C-145, Of nu �j Illum!tinflcri (8e05.6). All interior orld exterior stalrs to be provided with illumi-&,ton. , including el- top riser OF a flight to a point directly above lowest riser of a flight - mF,,j be interrupted 11 .02 Filled cubgrode below floor end footings be corripp��t�-d to be of the .:1 errs nnd trerds. lrt,­ior stairs light source to be in imnnedirtc vicin"i of ench ELI-P_irw:��j I-ndn. o grode B. 1-51irp-cs as required; 28 de,,js old before insto!1rflon. Mlinim. im net modified Proctor. b�,j n new post est a turn, volute: or turnout permitted over lowest tread. Ouards (R312.1) Failing is to be strength or efirc-t!L4 over eo.-h c-tolirw�lg section (m4linimurn 1 foot c�,ndle). Ext--,rlor stolro lig�t _ounce to be in compressivec ,t!i of block to be 2500 psi. o min. height of 36" where porch, balconu, landing or raised floor surface located more than 30 in. i m vicinili of top Ir-ndill,1 of _-tni;rtv_--y (bottom landing for bn=erllcnt Licht Psti,votion )0ve floor or orrje below. 1L I I - ,, 1 11 L -1 ` ,� e t 11 .03 Provisions must be tok.en to protect r-11 ccncrete work from frost drii��oc with zp6cirl 6c,""(Sr r! bc locetrA el bo'-� top and bot�om of interior stn;rs; loc-ted within t�ie unit or 4.02 Perqinq - 1 cont Portland cernent pargine on above grade Ct-1U. Sponge •flnisIl /I- W.ciltion aid to footings and other on orodc prior to ba�skfil�ino I and enclosing the bui!,dirg. cx�ri,r (continuously illurritirled or ritorrcticollg contro!led also permlited). Exterior decks with 1")r f t sfoppirlo end Fireblocl<ing (R502.12 and R502.13) Where a floor membrane above and at mpsoilry w,-:,11s below grade. Il: ht V_vitch at top and bottom of stairs. crillnci, mcrrbrarlc below create the concealed -pace in r floor/ceiling assembly, dr r1stopping 111 .0,4, The maximum vertic,�l distance measured from i - P_� 5,00 METALS ' m the top of r, bF.scrrcrit fioor to 17.0"1 �N`icricvcrrn ritcrrtion is mode to o residence, the entire residence has to have Ilci,dwired srriol,,, to be provided under followinq circumstances: ceiling suspended under floor framing, floor outslde finished grode shr�il not exceed the following. firrming constructed of truss-tune open-web or perforated members. Materials for droftstopping L 5.01 Anchor bolts shat! be 5/511 dionneter embedded T' in poured concrete ond 15" in Tune of 1^4oll H e ii t to be od_copiuc7tckj supported and installed parallel to floor framing members unless otherwise block w/-!�* rods 45" o.c. 8 fi. opproved., 112" qgnsum board, 3/5�" wood structurol panels, 50' Tupe2-M-N particleboard unit masonry. t-11in (2) enchor bolts per section of plate. 12" from eoch end Wit"l inlcr- r'iol-fr�im, -_ w��!is req ui re a reti rig of- 1 ho u r fo r fl-IC sc,pn rntion distance of less t.�,-n 5 ft. (R5)2.1). Chart on see' A-2.. 8�" block w/-`t 5, rods 40" o.c. 1`1 f L'. otiler opproved MrIteriF15. mediate bolts as per chL b" concrete`(unrcinrorced) 5 ft, I I � rre required of exit doors other than the required exit door if there are r L�,'din, 10" conisrete (unrcin,orced) q ft. mare than 3 risers ';nrs czq�i nc, be more thin '1 11 12" below door threshold for cxit doors. 5.02 Metri Joist Hnnocr-, end Tg-Dowrls, shall be used at ell joi��.ts, with direct bc!­-inq. 1 .4 1 d: 18 6A golvO;nizcd steel. Use oil nc;!s provided by m.-nufoctirer. 5y 51!-, 'pson or t 117.10 Venti!.nticn and Heating (f303.1) HrL'itable room to be provided with irggrco,-tc �-,!l fie-ming to receive hurricone clips ond tie-downs as per sheet A-2. 12.00 f,11 AS,0 N R"T' cl- ln-�7 r.-c^ of rt b percent of the floor area of the rooms. Exterior glazing net reoi�ircd F 1, F in ri­f�rns with ertifici,-�i! light capable of avo r V1 , (see Ehf�f�t illinnin--tion of 6 ft, candies at 30" otovc the floor. Nails - number and type for each applicrtion as called for in the NFG I r Oul.-'-,�-r opcnincs for ventilation in hibit,-.ble rooms to be rt least 4 percent of the ficor _r "A0 D 12-01 Concrete masonry unit5 (CMU) to A5TI­', G-0110. are of s. Openings to the exterior not required where mechanical ventilation is provided in AL a �p air chance per hour or r whole house mech. - 15culf,/irrinUte per occupint. T -GHED T I A 12.02 Minimum net compressive -s1Vcrgth shn!I be 2,00) psi. with providing .5 6.00 WOOD GALCULATIONS 12.03 tiortor to be tj!.�)c "N". compi-cssive strength to be 2,00") p�J. Hci-1 Is (R3 305.1) Minimum, ceiling height of 1'-0" to the lowest projection rcc,.flrcd for 6.01 Sill Flote - MCA treoted to meet American Woad Freservers Instituto str,1d,7,-d. IL, - L -0 Termite shield - Copper Kroft rooms. Minimum ceiling height of I ft. permitted for: lz7,irdry 12.04 Provide !:tamda,-d gauge or en,u.,71 in LV,-1:15 over 6 courses hic�,. roor-,,:, ct��. as areas, with reduction to U-5" at beams, ducts end ot�,le r 6.02 Floor, ceiling joist, roof rafters and girders - SrMC Cit-0,1C and Const%J,-,tiOr 05 for Minimum height of 6-8" permitted in norhobitable areas cf basements, LJJt:th structurrl lumber noted below (6-05). to 6-4" at beams, ducts, etc. , 5 0(- a ,3, 13.00 STRUCTURAL STEEL NOT ES it: .,On (RSO. md F �7). Toi!et, bath and shower spares to be provided with fixture 6.03 Bridoino, - wood crocs bridging O.G. --. 1 �ino - as required by code. 5'-0" 0. cl:­, .,, ccs ond clear floor space as shown in Fic. R'_301-2. Shower compartments' to 1hr,,,e 15.01 Stcelvo,rk in genera., sh�'l ccriform to Vic cur1rent for the dc-sion, surfaces to arrinimum height of Cft. r.bove the floor and �_305.1 .4 1 t!-ie -1 n 6.04 Roof Trusses - designed a fo,",ric�!florl and erection or structurr-1 steel for b.uildin�,7f, r.,-A -!�77O­dous, Locations (Section R50c;,.A t+1-*5) Specific hazardous loce lkic)ns where -rid manufactured to meet all applicable codes. Provide LW shop drewings sealed by a Professional Engineer; fobIriceflon certified by cnr,;­,Cer - g`:.-:7iri to comply with provisions for human impact loads: Glazing in side-hire:cid c'��inirg doors, prior to instr-11ation. 13.02 All structural steel shall be in accord~nee with the ASTM sl,,)ccificr'ions, A36 (Clh,-t, thi- r, jrlousies) Glazing in fixed and sliding panels of slidingdoor r4semblir3. 010=d prne15 r- nd bifold closet door assemblies. Glazing in storm doors. Glazing in _­_u1niing 6.05 Floor Peck - 5/5" plijvood, standard G-D-X DFPA, direct bearing at edges. F ro\,,*-', with a strength of 36,0010 pE-1, in ,. d�7,'rF. C71,izino in doors and enclosires for hot tubs, steam rooms, saunas, br,11-itub,5 Finished Basement 1565 50. FT. Y,," p!L,#A)ood finish underla,,jrrent below oil vinyl flooring or equr.l. Glue to 13.05 All connections except as noted on plans and d&--;Is shell hive ba,!tcd or Lvc ld-d 0,„d E`,,-,vers, 1,Nlhere any part of building well encloses such comportments, connections as in the latest edition of tile A15G mtnrlUal. rl)ove standing or w" king surface to be regul-t d. ft. rule - 5 ft. 911'lovc Ll,,-!�Jri� 6.06 Roof Deck - Y?" pIL"ood (,-D-X DFPA, exterior glue. a e 55 L Eurr--,-, r- ft. horizontally out.) 15.04 Shop to be submitted to structure! engineer for r.pprovE,1 Prior to Locations (R_'30�5,A *-#I), 5peciFic hazardous locations where ellrzirC, This dr.-wing has been prepared in accordance with the provisions of Title VII, Article 6.01 Sheathing - 112" p1j),lood C,-D-X DFPA, exterior glue to comply with provisions for human impact loads: Glazed panels adJacent to P, dcor u.)nerc: nearest 145, Sections ­7200-120cl of the NYS Education Low. It is a violation of said law for 6.05 Noll Studs - 2 x 4. See framing C_- I � . I I - ., end plans for spacing Erector shall provide ode-quote temporary bracing for lntcr-! until stud Lvc-ills, 1,&00,000 Modulus of , All structural lum,'Ocr Z�-7 1�.05 1 edge L tom edge is less tii,�- 60" rtove riu per�:,on, unless he/she is acting, under the direct supervision of a licensed elasticity ve. lee within 24" arc of door in closed position, 0,1d bot I I hove 1100 fn bending stress; and max 1C,17,,) moisture plyi-vood, roc, trusses, and shenithing ore in plosc. W-",� profc�:slcrial Architect to alter any portion of this drawing in any w9y. If any part of J-1 surf,,Le. Exception for perpendiculnr and limited depth closets. Prc','i0LJEAj rcoulated content, Doug Fir No. 2 unless noted otherwise. t'.is drrwing is alt ed the altering Architect shall affix to the item altered his seal and C,,!.nzing within 1 b" of door with no height criteria. Larged glazed pnnels where four con,,-, tt,.c ro'Mticn ",nItcred by" followed by his signature, the date of alteration and a 6.09 Siding to rn;�,tch applied over 15 lb felt or Tyvek exist, exposed area of individual Pon exceeds q 51. ft., and bottom edge within 18" vertically of f'001, i specirir, description of the elteretior. 14.00 ELECTRICAL -n-: t-n edge more than 56" vertically above floor, and walking surface within 56," ho 6.10 Plywood - ail plywood used structuro!ly shl-11 meet the performance 51Mndl�lrds r.nJ I I rizontinfily of g1r.-ino. to be met before safety glazino. This drr,.vinn ll.is been re tired for the specific project indicated, and is an all other requirements of applicable US Gornmelrciol Standr-ds for the type, crr.1- 14.01 15�7!! conform to the lg,,,test revision of the Nnli_-ne:l Electric 60d.C, the Pot.u.-Ir inc-tf­umcrt of service copyriellted by, and the sole property of Peter T. rodlas, FG. end species of pki-vood and sho!I be so identified by an approved testing ngencu. Gcni,nary and all applicollle locel reguIrflons. This drr,,vino nosy not be copied or used, in whole or in part, by any party without the Architectural expressed written consent of Peter T. Podlas, PG. Infringements or any use of this 6.11 Provide double joists under all por,-allel partitions. 14.02 Provide clock type d1a,-Viliciht t�ermostot. drr'VIng. for any other purposes will be prosecuted to the full extent of criminal and Review Board civil la"O. Possession of any copy of this drawing not containing this notice or the 6.12 Provide (2) 2" x 10" header's min. over nnu window, door opening or any opening 411. Architect's seal and sigroture, in red ink, will be grounds for prosecution. with double u,nrights, q'-O" crrid over with triple uprights, unless othc rtoiCIC noted. 1 ..05 P-ovide smoke detectors es per NYS building code. There shell be no nester filing of this plan with any building department and shall See Header Schedule A-2 14 -n ti�,c plan to no, be valid, sealed and signed I Ki�dllcn red beth to have exhoist for par 'NYS buildlirl,_l cc,-'- dcet are good for one calendar gred plans 6.13 All pre-engineered lumber �hnll be Georgia Pa,_'ifir, GPI Series Wood C.-J NOTISE; BUILDER'5 FLAN5 ycOr from the date listed below. LVL products or equal. All joists, girders r.,nd headers shall hnve berrirra utisFrners 15.00 NATE-11F, AND S,ANITAF"Y SYSTEM The Cantr�_,'cr wa-rzrts to the Architect that he possesses the particular competence rrol sHll in This pion is for the building lot address below and is for a one time use Dated to build ti,!,, project withoutfail enoireering and architecture! Ecrvicec,, end, 01/13/11. Address: 1125 TUGKERS LANE, SOUTHOLD, NY installed as per mnnufa,turcrs recorrimend-ntions. 1/\1eb c-fl-Frcrcrs chr!l be required Iq - t, 151,0'1 5cw�-oc disposal 5ustern ond fresh Lurl-cr surpli s!lr!1; be dr_�sic?lcd rrJ bJlt for thc-, re:,-4son th-i'tho CortmctorwiFheF� to relu upon his own competence, the Gontristor or Gwrer at all load and bearing poin1tE ate minimum. Handling, Eticro,�7e ond crecticn or harts rent-icf,d t�ie Architect's score of rrc`-_,_­1;c I,I rin' servIL-r-c-, in rc!L�n��e or,, t�,�- contr�,_,t-r's w,-rranlru in Suffolk Courll'� Der;�� stl) ARC81', -11 be e- per manufacturer's recommendations. s co r d o- n c e with th -t m e r- o C�7 r -es�, request of the Cont-actor or Owner, the Architect h9 -orriponents Shell ex- i and . r I_�. u r e-2 r tr.",en a m i.:3 d :-cope GENERAL NOTES & c, professinr,al F,e­Jces. The documerto, provided bg the limit-d services be termed S 1 0 P C) SPECIFICATIONS 1.00 THERMAL AND Y1015717UPE PROTECTION 1�.G� t-1 I C- L L A N E 0 U 5 Pui!�e,,,rs Fl:,ns" In rc�ooriior of the Contr,,�,-.tor's sophistication. GcnctrUCtiCn W;11 re.1u;,e tho,the antro,-tar ad,�ipt th�, " Builders Plans"to t!-ie fief condit;cns encountered i-, fit, form, dirricn�icri crud quantiy tli.�,are trcFc r!j oenera!h by t�e CL)Ilders In tlip ever.t 1.01 Darripproofing, brush apply one, co3t of asphalt emulsion to or r" below ANTHONY 16.04 "Ext, cnrc and proper measures c-h,-.11 1��e u�:,cd co .7�, r,--' 'I,') or rddi'lonrl det:l!l Cr CuldInce i� needed by ti�c Coritr_p��tor of Owner for construction of any e_-�­_-ct of grade walls, Also odd vapor berrier es per 3.05. t�i c r�ew p roj oct, h e ha!I I m m e d inte!y r ot�rg t h e Arc h,llect. Fai I u re to cave a 5 im,pl'c ri o tice z�hr,I I rc!;eve i r ter L 1 1�5, d.,J t7 t 0 ars U S L I r�c r m F,c d c s!:L)r c, s 1i o E-h r I be r I I c L - ' n .1 for the cor,!:cquencc. COUT50UROS 0 F, 1.02 Sill Seal - 12" x 5 112" compressl'ble fiberglass bereo,."'I r,!! exterior Ei!', ur+il tl-c full dead I od of t"ne buildiro is, or, t`ic w-11. Dr, rol bL 1.. Archi ort of 0 ul�-!'�:, Until, floor system instF.Ilc7tion is ccryipletc. ofF E"Ez I -R T. PODLA5, 7.03 Insulation - Wells R 10'Rio id insulation Al ARCHITEGT 1 0 21 Vx"icre d-ru,11ro i conflict wit'n oth-0, or de�-;lz-,, c-orit--sto- Ccilino,.-, e,-r I(_ . ,s ore I,, I-AILA LANE, NY ciless 12" Batt r2-55 Kraft paper faced 631-32S-0c'21 .1 L�­ 'r-&,"Prst for cinrFication. Do not Fsolc d1r,-1vi-los. All interior walls, to be R- 155, 3" Eatt insulL-tion. DATE 01/13/17 1563 sq-ft- finished basement 1.04 Roofing - 50 y,3c-,, arch. shiinole with 6 nails per shingle GALE: A'I, NOTED 11 1125 TUCKERS LANE, SOUTHOLD, NY page 1 of 3 F � • i, r r t .• r r f, I } - CE T pll \ I '• TOr rec�uir . �'`. :. •�:, r. ' .. ,.. °. , " � - r. - , , i i � WINDOiN j'� I Min. ct�."f r^�'F � �"�' �c r� ,- ._ ., ._ _i r.,� . . .,. _...», -� 7 ., . e .,i. � dl �! 2✓11 r y Min. Height 24" s t ! BAA MENT E6 F55 JA!INPOIN� ' ANDER50N KND01^t5 THIN COMPLY GAS'EM,ENT - 6X1315, 6X14, 6X145 400 DH SERIES - TW3046, T1,N210410 200 DH C-ERIES - 2440H3049 CASEMENT WITH SILL HINGE CONTROL BRACKET - GW 135, CW14, CW145 „ r } (/�'�' _�!} �j ('"�'�7 a3e�w+ }) °�� yi��s��f . ' ! U �•w/ � 4�°' / " !« O s \ A«/ ,`�*! 4� I '4 POOR, ' & 1�' 1 'o !"a". U b 1 1 T w 411 ROOF VENT I I ( ROOF - , .. .- , . � , ., , .. .� . - - - -.-. '• . - � - - 111 +�11 I i I '.E .' �.� , - . •„ � , . . . �.' - is 4 .. " , , 1 11211 2ND FLOOR „ ?I 11 311 i r. FIRST FLOOD: I BATHROOM 1 1/211 , 1.•.... ` . . ,•� � t'- .. . _ � _. . _ . y. a� + � , . .. ,: , . , . 1 1/211 BAR SINK TIE INTO BELOW 5LAB EXI5TING APPROVED SANITARY SYSTEM /"', et t .. S ' ,, .... ,, 1 1/2" �. ,. BASEMENT G.D. 111211 311 1 112." Fes, 4" EXISTING 411 EXISTING F.A.V. G.D. G O i 4" CAST IRON ;.., HOUSE TRAP ;nab,,, r-.,}r,f !•x a'fi' yn<"�v s:'{`e'- " ;,rt !`r' +",',i'rr - I• , - .. TIE INTO EXISTING c '.. € € , AND APPROVED f., i'.Y•!•l [r 2,'. , , 3 .i r• _, , , 3! ' C' .'.. , F..,.,.,r i ,r, y - - .. :f" avwne NTS SUFFOLK COUNTY (',T`'•1";:"`rT C, S^ e- f'r i er:J' -, R < a ! . �.. t .. .. '9`• ,. 1: .9 .r. ,• SEPTIC, SYSTEM 3/4" plavood jI _ fire blocK ._..__w =rte Gonditioned basement to be I ^ � 2X4 top plate r '� '" ` he and Cooled either with 10 Mil vapor +_ I t barrier � �-•- '~.�I�.1 G � G I11 �.I .,PLIT HEAT PUMP or Add ,ply vents from existing FIR5T L00 DUCT s�stem a �R�f�irFc �d air AS ,� r DETAILS, NOTES, it t order to mix conditioned air with r, PLUMBING SCHEMATIC �,�--r went and first floor if present. ANTHONY Basement '�! !I it IO sir COUT50URO5 Petail/Section ._.�•_,. ` 'fid PETER T. PODLA5, Al ARCHITECT LAILA LANE BOX 215,REMSEN7'JRG, NY 631-3.5-C92? '106^ DATE 01/13/11 1563 sq.ft, finished basement SCALE: AS NOTED 1125 TUGKERS LANE, M SOUTHOLD, NY Daae 2 a: J wrt Frameless glass shower u�a!I ry I r r I NEW 3/4 HIGH NALL R OIL TANK WITH 5/8" FIREGODED GNB ONEACH SIDE OF WALL I OIL TANK BAR j,,,J t'" FIREBLOCKING AND DRAFT57OFFING PROVIDE FRESH AIR INTAKE 3_o A5 PER R302.11-R302.15 (TYF) FOR HEATING UNIT 1,- posedB'5 � I T I �Gi i PROVIDE Fire rated GW>r- �}�; 2X4 STUD FRAME WALL ON SILL " 1 SEAL AND IN FRONT OF 2" R10 RIGID above HEATING UNIT INSULATION APPLIED TO EXI5TING ^— POURED CONCRETE FOUNDATION cv WALL (TYP.) 2668 Field Veri{y _ EXISTING (3) 1.15x CEILING i q.25 LVL I girder for Remove existing column L( I /=f T f this span EXI5TING ry TT�� V f r EGRESS NOTE: MINIMUM 2668 t ORDERS AND DUGDS ER FINISHED CEILING i UP r°nch linen shelving MIN. 6'-4" HEIGHT TO BE 11-011 I B . I " , 2668 2668 hooks _ exhaust fan 0 � �� GL 2069 existing column 2068 SY1°�IBOL DESCRIPTION EXIST. 2669 EXISTING WATERLINE 2, " r- - - - �' EXISTING TO BE fi?EMOVED U L _ ._ _ _ J GL 2669 NEIN PARTITION r. . - _ EXISTING FOUNDATION SMOKE DETECTORS HARDNIRED AND INTERCONNECTED c _ SD Iii - � 2868 UP 1/2" GNB ON UNDERSIDE OF STAIRCASE (TYP) R302.1 v - L G) INSULATION VALUE �,'V/� EXI5TING GEILING R30 BATT INSULATION EXTERIOR NALLS R10 RI(5 I A TE: UNDERSIDE OF INTERIOR W LLS R13 S TITD IINSULATION ENTIRE E/" IS ( ING FLOOR FLOOR CARPET AND PADDING EXTERIOR DOOR INSULATED FIBERGLASS U = .1 q A55EMBLY TO BE 1 /21, G1Ns 1 3A�5, F,. ] t I 9,001'' PJ,/-*J\I 5G LE: 1 /4 - 1 1-011o aRC�,Tf�r BASEMENT PLAN 1563 SQ. FT. ANTHONY �g '��`' y©4) GO UT50U R05 ,STATE N� "- PETER T, PODLAS, AIA ARGHITEGT V AI_A LANE,EOx 2�5,REV [NEURG,NY 1116' E3' DATE: 01/13/11 1563 sq.ft. finished basement A SGALE; A5 NOTED 1125 TUCKERS LANE, SOUTHOLD, NY Page 3 of 3