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Home My WebLink About40392-Z ��'F 1'�t�,�G� Town of Southold 8/1/2016 � � P.O.Box 1179 , � � 53095 Main Rd ��,��,� �ap�� Southold,New York 11971 ' � , CERTIFICATE OF OCCUPANCY No: 38421 Date: 8/1/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 7025 Great Peconic Bay B1vd.,Laurel SCTM#: 473889 SecBlock/Lot: 126.-10-15 Subdivision: �led Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/11/2013 pursuant to which Building Permit No. 40392 dated 1/8/2016 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: ADDITIONS AND ALTERATIONS, INCLUDING SIDE AND REAR LANDINGS, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Antonucci, Salvatore of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40392 04-27-2016 PLUMBERS CERTIFICATION DATED 04/08/2016 Wa�iter Marczewski . , Autho Signature TOWN OF SOUTHOLD �,�c�°��t��`a�� BUILDING DEPARTMENT �,. �� TOWN CLERK'S OFFICE �y • 4� SOUTHOLD, NY �al � ,�aa � 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 #: 40392 Date: 1/�/2016 Permission is hereby granted to: Antonucci, Salvatore � 7025 Peconic Bay Blvd Laurel, NY 11948 To: partially demolish & construct addition & alterations to�an existing single family dwelling as applied for: Replaces BP#38465 At premises located at: 7025 Great Peconic Bay Blvd.,Laurel SCTM # 473889 Sec/Block/Lot# 126.-10-15 Pursuant to application dated 1/8/2016 and ap'proved by the Building Inspector. To expire on 7/9/2017. Fees: PERMIT RENEWAL $391.60 Total: $391.60 Building Ins r � � 0�5�-';��co TOWN OF SOUTHOLD �� r BlJILDING DEPi4RTMENT � � TOWN CLERK'S OFFICE o . � SOUTHOLD, NY y�,al � �ao¢� BUILDING PERMIT (THIS PERMIT MUST BE KEPT OIV THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38465 Date: 10/30/2013 - Permission is hereby granted to: Antonucci, Salvatore -- 2644 Montauk Ave � Merrick, NY 11566 To: �artially demolish & construct addition & alterations to an existing single family dwelling as applied for At premises located at: � 7025 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/�lock/Lot# 126.-10-15 Pursuant to application dated 9/11/2013 and approved by the Building Inspector. To expire on 5/1/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION r� $833.20 CO -ADDITION TO DWELLING �9s�54-0a� Total: $883.20 re��a�� 391 d �� . . � Building Inspector �,� .. - � , 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 sur,vey of properiy with accurate location of all buildings,property lines,streets,and unusua) natural or topographic features_ 2. Final Approva{from E-Iealth Dept_of water supply and sewerage-disposal(S-9 form). � 3. Apprava1 of'electrical installation from Board of Fire Underwriters. . 4. Sworn statement�rom plumber certifying that the solder used in system contains less than 2/lA of 1%lead. 5. Cotnmercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from:archrtect or engineer responsible for the building. 6. Submit'Plannir�g Board ARproval�of completed,site plan requirements. 8. For ezisting buildings(prior`to�Apri19, 1957)`non-conforming uses,or buildings and`�pre-existing"land uses: 1. Accurate survey ofproperty�showing all properiy lines,streets,building and unusual naturat or topographic features. . 2. A properiy completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is _ denied,the Building lnspector shall state the reasons therefor in writing to the applicant. C. Fees l. 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 Buiiding- $100.00 . • ' ' 3. Copy of Certificate of Occupancy-$.25 , 4. Updated Certificate of Occupancy- $50_00 5. Temporary Certificate of Occupancy-Residential$I5.00,Commercial$I5.00 , Date. ,{ ' �� ' �� Tiew Constraction: Old or Pre�xistidg Building: � (check one) Location of Property_ �� ,�(,�� Zy(,�/ �'�. � �� House No. , Street —�� Hamlet . Owner or Owners of Property: ,�`�,L . ,�h V�'G� SuffolkCounty'I�ax Map�10 1000,'Section t v�(/ '- ' :�Block �� Lot� � Subdivision � � " :�iJed Map. I,ot: Permit No. ��.-l IC�� Date of Permit l0''��/, qpp��t:�� Health Dept Approv�l:_ N�' Underwriters Appraval: � Planning Board X�pproval: �C . . Request for. Temporary Cert�cate� Final Certificate: � (check one) Fee Submitted:$ �Q ��G� � ----�— • Appl n ignature ��pF SO(/jh,Ol Town Hall Annex o Telephone(631)765-1802 54375 Main Road � � F�(631)765-9502 P.O.Box 1179 G • � roqer.richertCa�town.southold.nv.us Southold,NY 11971-0959 �° � ol�c4UM`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Antonucci Address: 7025 Great Peconic Bay Blvd. City: Laurel St: New York Zip: 11948 Building Permit#. 40392 Section: 126 Block: 10 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIAIVCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Shaw EleCtrlC License No: 33381-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 26 Ceiling Fixtures S HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 4 Wall Fixtures 6 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 26 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture 1 Pumps Transformer Appliances DW Dryer Recpt 20A Eme�gency Fixtures Time Clocks Disconnect 200A Switches 32 Twist Lock Exit Fixtures TVSS other Equipment: 2_ paddle Fans, 3- Exhaust Fans, 5- ARC Fault Circuit Breakers Notes: Inspector Signature: Date: April 27, 2016 Electrical 81 Compliance Form.xls 1�r�73'�'�_:y,,,rz,. _ ,;rt��0� SO�T,yo��.. �. o � Town Hail Aruier � � , Telephone(631)765-1802 54375 Main Road � Fax(631)765-9502 P.O.Box 1179 � � i �,(� Southold,NY 11971-0959 � '� '�`N ��l�C ��, � `�� BU�DI1\TG DEPARTMENT Tt3WN OF SOU7CHOLD CERTIFICATION . Date: �- 8 -020�(o , � Building Permit No. �� Owner: (1�(� 11 I a �'r, 1 ��T' {Ple sa e print) r � Plumber: � 1� �(� W �� (Please rint) I certify that the solder used in the water supply systetn contains Iess tlian 2J10 of 1% lead. C ��✓ � . �G (PIumber Srgnature) Sworn to before me this ��h day of Y'i I , 20 1(0 Notary Public, _�yj��Coun�y TRACEY L. DWYER NOTi4RY PUBLIC,STATE OF NEW YORK � NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2�r' _ 3 Q, �,�� o��Of SOUly� �� • �o ��'Y�OUM`1,0c� 'r011VN OF �OI�THOLD BUILDING DEPT. 765-1802 NSP�CTION [ FOUNDATION 1 ST [ ] ROIJGH PLBG. [ ] FOUNDa4TIOIV 2ND [ ] INSULe4TION [ ] FRAIVIING /STRAPPINC [ ] FINAL [ ] �IREPL�ICE & CHIMNEY [ ] FIRE SAFEI`Y IN�PECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIGA►L (ROUC;H) [ ] ELECTRICAL (FINAL) 13EIIIIARKS: �¢—'�� - ��., � ��cc�. , •—��s �f,/'/' 3 R.��,�,� z'�. ',/�J� e .. 7 � ` � / ��/ s DATE /�j / INSPECTOR _ � _ _ .. _ , .,. . .: _-��'-'_ - . . , _ , _ _ . . . ._ . ;h.. i^� •- .��` r" ^ - -�_ � �/ � � � � OF SOUj ��a y��o � # �o ��'y�0UN1'I,��Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F ATION 1ST [ ] ROUGH PLBG. FOUIVDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION � [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) � � F�EMARKS: �� - � < " � , ,� - �✓' �� ,.� �` � '` - �� - G� e�� /� 1 /L �y y ir•��- G" . r ' DATE � � � INSPECTOR . � -- ho��OF SOUTyo� � * �o ��y�0UNT1,�� TOWN OF �OUTHOLD BIJILDING DEPT. 765-1�02 1 NSPECT10111 [ ] FOUNDATION 1 ST [ ] ROUGH PL�C. [ ] FOdJNDQ►TIOIV 2ND [ ] INSUL�4TION I l �RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CFIIIIlINEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ELECTRICAL (FIIVAL)L K : � �� -i � � �.� �al�,.� REi1UlAF� S , � � � ✓ �- �" s � � , t . � �� ` i t c9 G.l C y l�d � �1� � DATE � � � INSPECTOR �o��OF SOUTyo`o °5 ,� • �#+ ,�� courm,��'' � � TOWN OF SOUTHOLD �UILDING DEPT'. 765-1�02 1 NSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F011f�lDATION 2ND [ ] INSULr4TION [ ] FRAMINCa /STR�►PPINC [ ] FINAL [ ] FIREPLACE & CHIMIVEY [ ] F'IRE Si4FETY IiVSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REIIAARfCS: L�� --- a l�- - DATE � � INSPECTOR I ,i � - _. - . � ,, - ��OG SD(/T�,O � � o ! � � o � # # � �. � ao ��'��OUNi'1,�� ' . TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 _ - 1 NISPECT-1 O N [ ] FAUNDATION 1 ST [ ] RO H PLUMBING � [ ] FOUMDATION 2ND [ ] 1 S [ ] FRAMING /STRAPPING [ FI AL [ ] FIREPLACE & CHIMNEY [ ] FIR AF NSPECTION ' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO ION [ ] AULKING REMARKS: � `�� r < ,� � �- y s . ` � DATE IRISPECTOR ' �r O��OF SD(/T�,o! � � o _ #� #� . � • �Q ��y�OUNiV,�� . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 N.S P E C T 1 O��N _ � � [ ] FOUNDATION 1 ST - [ ] ROUGH P UMBING � [ ] FOUNDATION 2MD [ ] 1 LATION [ ] FRAMING / STRAPPING [ ] FINAL � [ ] FIREPLACE & CNIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESIST/�NT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: v / � l DATE � INSPECTOR ' A7 1 1 ' ; 0 ' : ' • ^' � � 1 1S � -- ---�-----�------_._—___._.` .------ -- ----- — —�---------- ------ ------- --� . . — �� ' + � r �► �J� . �: . - � _ W_. , ��i,�iwi.��`�..��,.�� .. ,' . � . . ��.-- - �-- _- � - ��.r�. y , �;�'��a,� � � � - —� � � �� , .. � . �: r�-�! /..r�;[. ,ilr ;• _, 1�-: , �� .:� _ .=�� _ �-. .�, � • � r � ��._�. _ - - � • � /�'� _ _��- ��L��_:."L. ��`� ' , ��k./�'Yi>` .'� �r+6��._��l� -�■i��,�.r��:%�:s�.��r�_:��r!�i��r�� - � � , . ...�; _. _ �'' . �'��' , ��:,.��%��f� � _ • . : ,� �'� �-. � � . ��: � �i�i��'`= = ')�• � __ �. �� _ .:�,� -_ -� R��(�,�'�.�� - � - = ��' �'�, , , , _.,- .; > ��' ,� �i�:.. ��..r.�_/ ` ✓ It�� — — ------ ---- ��i� _� I , t y ,' i.��.r��..� ► .. � .'s�= :�:. ..� r�. , , . . _ _ _ . _ .. ... _ . _ . . _ ��,�� .� ' ....- � � t ^� w/;i a � 1 S ��' �` � it.LJ C /:/1_.v l' _.1 - ��, a. i4 a_..�ii_ �:,�, '°_,ar ;ti�_� _ ./,r � _ /'"► ` �I�� t'1f►7.� �., � / � , -1 l/� w�� .► .�1 y J.�� -- --- -�r.�,.::� ��R��_ , --f � --- .�' �.i�.��... r� -� C � ; L .�,.��r� � - .`....��,_,l.�� w�r .�;, . . � .r��. , � ,.�. ��r�� .� �,�<< �� ' � ' ��s��,,� � ��.��.6 ,.��.L....�� ...1'� - . _�� _ _�� • � � � r r �, C�, �^� ' ��'.1��' � ---. 2�, - --- - - - - ---` - - r� _: � : �. � _ ,�, ''M . � ♦�I�i�,1 • r . ��II�J. ��„�� A, .� � /�.!>�� _ . .�, - - „_ .. �!�, , , � �t� , �. �'' � � 1 1! ;�li _,�- • . ' • , � � � ;: � RZ�I� ' � ' '.. .� '��/Gi i� �. r �r . L<�X1V�� _/�. � - / �� rr....�.��t�iirns.i� - -�- �� 'r�' � ` . ..�.�..� �_ �� ' ---- �� . - - �� . ��.�� _ -.r��-< � � -_ - ' ;i�� , - �' � _�c� , , -- ._ . �► - / � _ r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying?; TOWN HALL Board of Health � SOUTI�OLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. J�,Q'�� s Check � Septic Form i N.Y.S.D.E.C. Trustees �, Examined [� ,20� Contact: � ! Approved � ,201� Mail to: ' —�� Disapproved a/c ' � Phone: Expiration ° ,20� Building Inspector � � � � 0 V � PLICATION FOR�UILDING PERMIT SEP 1 1 2�� (� j Date I ' I � , 20 ��j BtDG DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. is app ica ion e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee 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 1$ months from such date. If no zaning 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 buildings, 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. � �� (Si n of applicant or name,if a corporation) , � �J� �0��J' � r�l'1DGd�`�, /y � r� / � ( ailing addres of app icant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder �Y'�'1�f�G�" Name of owner of premises �G�..IU��C�i !'�1 l'�( �U C,,�( • (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: � ��25 t�.t��lV� • � 1�.��.e,l � N� 11°�� ' House Number Street Hamlet County Tax Map No. 1000 Section �Q Block � � Lot ��J Subdivision Filed Map No. Lot ��e) . 2. State existing use and occupancy of premises and inten ed use nd occupancy of roposed construction: � a. Existing use and occupancy �1.{�l�U � b. Intended use and occupancy �� ,Q� �ljt,�M( l�' �'�G'�.Q/�f(� 3. Nature of work(check which applicable): New Building Addition Alteration � Repair Removal Demolition Other Work (Description) 4. Estimated Cost � ��Q ,�� . (j(7 Fee J ('I'o 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 o ex?isting�structures, if any: Front I� ,�, Rear �..C� ,(�� Depth �'�' - �� Height - �j Number of Stories ] Dimensions of same tr �ture�with alterations�or additions: Front i � -�3 Rear Zd�� Depth �� z��Height ��j '3 Number of Storie`s�,; ; ' 4�'efp 1 � I 8. Dimensions of e�tire r�ew construction: Front ��-�� Rear /� �� I Depth Jr� -�� Height � � ''� Number of Stories � , p f � 9. S,ize of lot: Front � �� Rear I �� Depth� `� , �� 10. Date of Purchase Name of Former Owner 11. Zorie or use district in which premises are situated � " �� 12. Does proposed construction violate any zoning law, ordinance or regulation?YES � NO� 13. V�1i11 1_�t bP re-graded? YES NO�WiII excess fill be removed from premises? YES�NO v LG„U��( N��S 14. Names of Owner of remises �� 11UC�� Address �d25��G�'y�P�one No. _�}�•7�•a�-I �C3 Name of Architect nQl(L/1 ��t,lM2�' Address � [�rn(,(a�� l Y_.P��r�`ione No ��'� -S�� Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a 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. STATE OF NEW YORK) ' SS: � COUNTY OF ) Nd�� 1 '\��'��'� `being'duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the '�G� 1�� -�� (Contractor, Agent, orporate 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 lrnowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ' day of 20� ��P � �l�l.'�-'� Notary Public gnature of Applicant CONE�{E D. E3URlCH ', . , � I�ot��r Pub6ic,Sta��of�ew Vork , a,; .'„ , �o.Oi�eJ61�5Q�4 � - �a�'4.9�a�i1`62t�9C��P9�i)�4C�Ol.lii�/ � , �• � COh"T1C;➢S��IOB'I �JC�7f�0S Aep3Y&I '��,2OI� '�;� ; � . � . . , .. , . . ., �� i i � " SCOTT t�. RUSSELL - �o��t�� JAMES A. RICHTER, R.A. SUPERVISOR � �� MICHAEL M. COLLINS, P.E. � TOWN HALL - 53095 MAIN ROAD � � TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—15G0 � � �' Fax. (631)-765—9015 MICHAEL COLLINS(n�TOWN SOUTHO.LD.N.Y US �'�'I'�� JAM1G RICHTER rr,TOWN SOUTHOLD NY US � C � '� , �� ____� � �, _,.� I �+ p�, �� 2�� , 1 OFFICE OF THE ENGINEER � .� t', TOWN OF SOUTHOLD I BLDG DEPT Tovs!�OR�IVI'VIIATER_M NAGEMENT CONTROL PLAN REVIEW COVER SHEET (To be completed by the applicant) TO: Engineering Department PLEASEATTACH: FROM: Building Department ❑ Copy of the completed Application for Building Permit DATE: t o �-3 Zol`S �Stormwater Management Control Plan APPLICANT: 5. A�11"�I��` � Completed Stormwater Management S.C.T.M#: ��- �2f�- �o —)� Control Plan Review Checklist , PROPERTY ADDRESS: -1,o z� (�c.,a�l� �►�`I I�W�, �UR� , r��'I t I`1�$ BRIEF PROJECT DESCRIPTION: ��.vtio�st� /�PPI'�K)U�l�B� F��1 S� C�� '�F�STI N la �t�D►�GFs H t�D c-o tJ s'��-�' �� 5.�• ��0�1 t�1�l� "t',o �l�lS"tt t�(� (�( 0�'�.�1� • ***FOR N INEE I G E ARTMENT USE ONLY*** Reviewed d� Date: �� l3 � App ove � Additional Information Required: � REVISED 9/17/2013 o��SOFFOLp-�OG DATE: � Z.� �� y y� Stormwater Management Control APPLICANT: � � N�Gc,� �y�� a�� Plan Review Checklist S.C.T.M.#: Q�� a ,� _ �� ,s PHYSICAL ADDRESS: �v Z� P�1�1C� �� L,�(9. Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information 1.Plan drawn to scale of not less than 60 feet to the inch showing: �/ a. location and description of property boundaries �/ b.total site acreage �/ � c. existing and natural and man-made features on and within 500 feet � �,/ of the site bounda as re uired in §236-17 C) 2). A N fl �� `, �� Q��I d. test hole data indicating soil characteristics and the depth to water e.proposed limits of clearing and the total area of proposed land ✓ disturbance f. existing and proposed contours of the site(minimum 2' interval) g �',�.Cz�. < Z S�c� �yL,�r.(; 51�-m W 1•� g. location of all existing and proposed structures,roads, driveways, J sidewalks,draina e im rovements and utilities h. spot grade and finished floor elevations for existing and proposed stnictures i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) k. location of the proposed construction entrance/staging areas 1. location ofthe proposed concrete washout area - W�T �F^Jr.yu��i.sP o>�-S�'� �W�� ,�i,� m. location of all proposed erosion and sediment control measures 2.Plan includes calculations showing that the stormwater improvements � are sized to capture, store and infiltrate on-site the runoff from all im ervious surfaces generated b a two-inch rainfall 3.Detail drawings (required for plan approval)provided for: a. erosion and sediment controls b. construction entrance c. inlet structures(e.g. catch basins,trench drains, etc.) ' d. leaching structures(e.g. infiltration basins, swales,etc.) �-1 q S,�, �� (1-ev� �,p �i j1�L p(ST REVISED 9/17/2013 \ + 22 7� GA5T IRON FRAM�< GOVER + \ N �"!G ORLAPPROVEDpEQUF.L. 22.85 � ��`� 23.22 ` `o) � � o�ti 22.80 �, �" " ""`� . s , �� P��i 23.2}-� 22.88 'w � ,. � ; V -- � � O � � O ��, - �. O " k� � �'� Q� 3 � WO�/EN WIRE �ENGE r Z�.7�o� � \O �Ul�j F� �' „s PVG ROOF + � � �o DRAIN PIPE � \rI, � 7tG rn �/ � FILTEiZ GLOTI-f ,. �� } � O '�\ \\� � \3` � � s GA5T IRON PRAME 0 GOVEft GAMPSELL FOUNDRY,PAT.NO. � ZZ.�Z oO � Q I O O T G OR APPRO V E D E Q U A L. � Q UNDISTURBED � DISTURBED ��, 3 � � '� AREA �LOW �RE?� O bc� \��o, yap,L'�' � �' �.c� � -r � � S�ON�21.4'1 V• � o � � � �4 ? z � � PEL � � � - Z � Q 21.83 G i � 3„ � �p� ❑ ❑ � , N � O � SEGTION PREGAST DOME AS o F�o'� 21.61 + 21 99 00� ��ro 0 orn � � �� MFG.BY SUrFOLK GEMENT a O�'�W �'•�\� O�p,�Cz r�m�� d� � i � WO�/EN WIRE P�NGE oa n�ovm eaun�.. �3 .a2 �m� <� \?? 'Y �P , �0.42 5�� \`� b.00� m� �i�'O 3 6 OP�pr1 �� LIMIT OP GfZOUND �o ° �.nE `�, 9 �9�� D15TURBANGE _"' � � �9 y-a � � (EXGAVf�TION) � � o N .3' � � �- -� N a��_� \3--- PILTER GLOTI-1 �°R°°F �; ��- - �0�� 3�� 51LT P�NGE nwaw Qir� � n _ D� � PREGAST STORM 3 > �<�: �•. ��..:�. --u - u � ,_,•;, O.Sa _ Z ;�,��,,..,�.- .. DRAIN RING5 AS Oi - ,.. ., ,.'��' � �,.J.:�.;�"� wz L�'�rl (I) b � x 4 '1' � . � - >,... 8 b_l,/`� '.::�. . . _:.,.. ,,:.:�.,•. -. 'l -r('J_ ,,_(_ �O— � MF6.BY SUFFOLK GEMENT �} ,�,r ��p .��f►.rs��i�i�7 ��0�.. � 3 ��'�,ff!`-�� N � � . � OR APPROVED EQUAL. -� �o � 1�5a G.�.) � as. � ' O �°c� ❑� o� � ; � �� , .. . 3 ' �° ��c �ooF °� � �v�r ��' N o`�rn� � �o� Wo ; t?t�AiN F'IPE o'�o N N �-�� ,,:..�.: '.:,;c.. .� n N� � 2' Z 1J �o A S�� O � �LEVATION � � � �\�� c� O -1 - ca 6�Z �� . � o � ��° 'O� p'� �z �� „ o � a�_o„ F ; �� .� � � � 9_ �� _� N � Q '� ,�r5'' °G �j �, �A-��L.,. `i � O SILT FE GE �\ �F,y a� ��-t�d�,►�'� 'r� N -� - -� 20.03 \ � 51 LT �ENGE �� ' �2 �,� �., R �� LE,4GH I NG POOL D�TA�I L �o g ��I�� I 3 � O � rno \.�, NTS NTS �o � � . r� �\ , � �l� � 1 36 �� Qf'�GP� � ' zo N ``�. � � � Oz c� @ � � „ 19.96 � a� e � � w � s s �< I, U N � /� �� •, �� I [/ / � vV �� ;, �i' ��Z�J w� � Q r4 � �C/ V a r ♦ Y w� �,'" � N \ \11 \\� Q` � j�\ I NU �� / \ � 0 �\� O �� n� v wo � , �,� .�:; TEST HOLE STORMW,4TER DR,41 N,4GE D�51 GN GRI TERI�h �< ' ` �h o O ��° .�-';�2 �� ,2 0 0� M�N?r G�M E N T N O T E S � G P�L G U L A T I O N S �` � � � : �� o � �� ' � BY McDONALD I. �ROSION GONTROL M�ASURES SHALL R�'"fAIN IN PLAGE UNTIL V = A R G °� GEOSGIENGE �w N (� ; � UPL/�ND DISTURB�D P�RE,45 ?�RE P��M{iNE1�TLY ST�tBILIZED. ,4 = ,4R�A O� TRIBUTARY (S.F.) 4� � : . FOLLOWING PERMAN�NT STABILIZATION, ADJAGENT ,4REA5 SHALL � � . R = RAINFALL (�T.) z� o ♦ EL=18.8 O.O' W m + �$ 6 . BE GLEANED OP SOIL AND DEBRIS f�ND PROXIMAL DR�aINAG� G = GOEF�IGIENT OF RUNOFF � NG� ' �a�5 � BROWN SYSTEMS SF+ALL 8E GLEAN�D AND �LUSHEL� AS NEGESSf�RY. g� € F� , : i LOAMY SRND L F#� �� ,O' 18•98 �� 2.0� 2. PROi'ER MP�INT�NANGE OF EROSION GOt�fTROL M�ASURES IS ah • v TO BE PERPORMED B,45ED ON PERIODIG I�SP�GTION P�ND A�TER REQUIRED �� HOL� :� h� HEAVY OFZ PROLONG�D STORMS. M�INTEN�NGE MEA5URE5 ARE NEW ROO�: ?"Tq 5� X 2/12 X I.O = 130 G.�. o0 � + � .f.�8�' 1 TO INGLUD�, BUT ARE NOT LIMITED TO, GL�,�NING O� LEtkGHING �o o + 31 � ' v POOLS, AND GLEANING/REPAIR O� SILT �E"iGING. PROVID�D zw �' ' Q'��pWN , USE (I) - S' DIA. X 4' D��P L�AG�fING POOL (16�i G.�J �o � , • 7 �. GONGfi2�TE WASH-OUT OF R�ADY-MIX TF,UGKS IS NOT ; MEDIUM SAND �i , PERMITTED ?�T THIS PROfi'ERTY. ,� i � WATER �w i ENGOUNTERED =3 o� � AT I?.�' Q w U GEN�R�L NOT�S = 0 < U t I. TOTAL PROPERTY AREA = 17,67Q S.F. � ��1 1 U a ��•O� 2. 8,45� PROPERTY AND TOPOGRAF'HIGAL IN�ORMATION IS 6WEL=1.6- - - - - M 30 O IS 30 60 q0 FROM SURV�Y FOf�i SALVATOR� ANTONUGGI, Pi?EPAR�D BY � YOUNG ff YOUNG, DATED �UN� I'l, 2013. i N SGAIe: I° = 30� 3. ELEVP�TIONS SHOWN HEREON P�R� R��E�:ENG�D TO ,; APPROXIM,4TE NAVD Iq2�l. N � 4. TEST HOLE DATA TAK�N FROM REGORL�S OF YOUNG $ YOUNG. � � S. 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G Q ro er.richert f�wn.soutllola.n .us Sotethold,NY 11971-0959 '� � �� I. � ��DUI�lt`I,�� ` , BUII�UING DEPARTMENT Tow�v oF sov�rHOLn � APP�.iCATION FOR ELECTRICA[� lNSPECTION � - REQUESi"ED�;BY: ' , . ��M S��-�,c� �ate: � ,f S�� 1 Compa�y Name: n,� s�/�-„v L�c��n� � . - Name: ��,,,� S , ;- ( �i�ense No.: � 33 3 - �%` I Address: � - . r�i d�Ce� r2-�, • � �J /�� j ' Phone No.: � _ �s � S3 - � , � � a JOBSlTE INFORMATION: (*�Indicates requi�-ed information} *Name: ` . f 5�►- ��ti�v�c� , "Address: � D ...�_ c��►�1`C %Jf �v �I 8� ( *Cross Streef: N �� , �`Phone No.: � (�3 �- SS,�� S" � � ' ' • . Pem�tit No.: , ��Lj'ID� � _ Tax•Map District: 4000 , Section:�� Block:�_ �o#: �� - � *BRIEF DESCRlPTION OF WORK(Please Print�learly) � . . �,D d�� ,�I� . (Please Circle'All That Apply) � *Is�ob ready for mspection: � YE / N� Rough in ' al � ��j *Do you need a Temp Certifrca#e: YES NO ��`� �: � �� a� Temp Information {If needed) '?� � � *Service Size: ; 1 Phase 3Phase 100 150 20 300 350 , 40Q Ofher . *New Service: Re-connect Underground Number of Meters Chan a ervice Overhea _ � Additionai lnformafion: � PAYMENT DUE WITH APPLICATION � �Q � 1 �, � � � _ 3 �— � � �G . �� , 82-Requestforinspection Form i f �`�'� �. � is91�V� S� V �� C�Ns9JLTf[��G��5,1��[EE� , � �A � �� October 24,2013 via Hand Deliver Southold Town Hall-Engineering Department Attn: Jamie Richter,RA 53095 Main Road Southold,New York 11971 Re: Salvatore Antonucci- Stormwater Management Control Plan - At Laurel,T/O Southold,New York SCTM: 1000-126-10-15 Dear Mr. Richter, Enclosed please find three(3)prints of the Stormwater Management Control Plan for the above referencecl project, for your review. Please contact our office if you have any questions or require further information. Sincerely, � � Doug s dams /dea cc: Meryl Kramer,RA-meryl(c�inkarchitect.com ivi�`o@�a-ce.caH,. �.A-r�atns,�e,pllc 631.774-3f.Zf po�ox 14-,setut�hzt,T(� 11733 �� (��---'-- �--'��_. �1 'r� �� l ,l/,I ��; ,� l 1 `-- (�;�I M E R Y L K R A M E R �� n � � � � a r c h i t e c t �- t, 2 1 2015 � Vl�I � I;;_;''-��FF7 � I ~�—�, �� n�'� T�� I 2 I 3 E. F R O N T S T R E E T Southold Town Building Dept. POST OFFICE BOX 683 SoutholdTownHall GREENPORT, NY I 1944 POBox1179 Southold, NY 11971 6 3 I - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m December17,2015 RE: Antonucci Residence 7025 Peconic Bivd., Laurel Tax Map# 1000-126-10-16 � To Whom It May Concern:, Attached please find the revised floor plans for the Antonucci Residence � showing the removal of the existing foundation wall and added girder and steel collungs. To my knowledge,the girder and columns that were installed are adequate for the span and loads they are carrying. Please let me know if you require further documentation regarding this permit application. - est Regards, Meryl Kra e ,AIA LEED AP ��pF SOUr�OIo Town Hall Annex Telephone(631)765-1802 54375 Main Road � � Fax(631)765-9502 P.O.Box 1179 � Southold,NY 11971-0959 oly �� coU�,� January 20, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Salvatore Antonucci 7025 Peconic Bay Blvd Laurel NY 11948 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: A lication for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. � � PIUI'ilbel'S SOIdG'I' CeftlflCate. (All permits involving plumbing after 4/1/84) �� Trustees Certificate of Compliance. �Town Trustees#�ss-�8s2) � Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40392 —Addition/Alterations � ��oF so�l��l Town Hall'Annex � ��4� � �' � Telephone(631)765-1802 54375 Main Road � ^ �;:x'� � Fax(631)765-9502 P.O.Box 1179 G `"� , y" . � Southold,NY 11971-0959 �� a May 13, 2016 ��coUNTY,�� - C�''�,r�S BUILDING DEPARTMENT TOWN OF SOUTHOLD Salvatore Antonucci 7025'Peconic Bay Bivd • �� C�� f�� Laure�l NY 11948 � � TO WHOM Il" MAY CONCERN: The Following Items(if Checked)a4re Needed To Complete Your Certifica4e of Occuparscy. NOTE: We never received the amended plans fior new block foundation under existing dwelling: -Anii buildi'ng permit required for al�eration/renovation of bungalow►, see enclosed irnspection ticket . dated 12/5/13 � Application for Certificate of Occupancy. (�Enclosed) Electrical Underwriters Certifiicate. . A fee of�50.00. Final Health Department Approval. � P�UCTIbeI"S SO�deC' C@I"flflCat@. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. �row� rrustees#�ss-7ss2� Final Planning Board Approval. (�Aanning#765-�t93�) �. Final Fire Inspection from Fire Marshall. F Final Landmark Preservation approval. � '; Final inspection by �uilding Dept. ; Final Storm Water Runoff Approval from Town Engineer �I�ILDIR9G l�ER�lI9T � 40392 —Add�ion/Alte��tions - ' . ; u � o L�C��Odf� � D JUL 1 9 20t6 M E R Y L, K R A M E R ' a r c h i t e c t ��I�G��°!1�I'. ' TOWN OF SO�OLD 2 I 3 E, F R O N T 5 T R E E T Southold Town Building Dept. POST OFFICE BOX 683 SoutholdTownHall GREENPORT, NY I 1944 POBox1179 Southold, NY 11971 6 3 I - 4 7 7 - 8 7 3 6 m k a r c h i t e c t , c o m .lUly15, 2016 RE: Antonucci Residence 7025 Peconic Bivd., Laurel Tax Map#1000-126-10-16 Bldg. Permit#40392 To Whom It May Concern, Attached please find the revised floor plans for the Antonucci Residence showingthe removal of the existing locust posts and adding offoundation walls and footings. , To my knowledge,the foundation walls and footings thatwere installed are adequate for the loads they are carrying. Please let me know if you require further documentation regarding the foundation inspection#38465� Best Regards, Meryl Kr r,AIA LEED AP , �Fpp K Town of Southold 7/28/2016 ��c�' �y� 53095 Main Rd � � Southold,New York 11971 Q � �� ol ,� �a° � � MEMORANDUM OF VIOLATION(s) ISSiTE DATE: 7/28/2016 REGARDING: 7025 Great Peconic Bay Blvd SEC-LOT-BLK: 126.-10-15 ISSUED TO: Antonucci, Salvatore , 7025 Peconic Bay Blvd Laurel LAW TYPE: TOWN OF SOUTHOLD CODE SECTION: 144-8(A)(1) � � DESCRIPTION: No person, firm or corporation shall commence the erection, construction, enlargement, alteration,removal, improvement, demolition, conversion or change in the nature of the occupancy of any building or structure, or cause the same to be done, without first obtaining a separate building permit from the Building Inspector for each such building or structure. OBSERVED: Building inspector Gary Fish advised the Building Department that there was renovation with no permit �FFa��. Town of Southold 7/28/2016 �o`p �°�� 53095 Main Rd �, � Southold, New York 11971 oy s, �F �� NOTICE OF VIOLATION - ORDER TO REMEDY ISSUED TO: (Owner of Record) Antonucci, Salvatore 7025 Peconic Bay Blvd Laurel,NY 11948 RETURN DATE: 8/15/2016 REFERENCE NO.: 2016-1333 Regarding: 7025 Great Peconic Bay Blvd SCTM#: 126.-10-15 PLEASE TAKE NOTICE THAT the property described above, including any unprovements thereon, which is owned, occupied or operated by you or in which you have an interest, is in violation of the Town Code of the Town of Southold and/or the Uniform Fire Prevention and Building Code as specified in the attached "MEMORANDUM OF VIOLATIONS". YOU ARE THEREFORE ORDERED AND DIRECTED to correct and comply with the law and to remedy these violations on or before the RETURN DATE noted above. If you contend that there is no violation,you must notify the below code enforcement official in writing before the RETURN DATE noted above. This notice must stipulate the specific reason you believe the conditions noted on the attached MEMORANDiJM OF VIOLATIONS is not in violation of applicable codes,rules or regulations. Your failure to correct these violations within the time noted above, and to comply with the applicable provisions of law may constitute an offense punishable by a fine or imprisonment or both. For the purposes of applying the penalties described in this order, your first violation shall be deemed to have occurred as of the ISSiIE DATE noted above. Should you have any questions,please contact me at(631)765-1939. ��pF��.� Town of Southold 7/28/2016 �� '��y� 53095 Main Rd a, � Southold,New York 11971 o � � 631-765-1802 - y,�yA! � ��4,t' COMPLAINT To: Antonucci, Salvatore Complaint#: 2016-1333 7025 Peconic Bay Blvd SCTM#: 126.-10-15 Laurel,NY 11948 Follow-up Inspection Date: 8/15/2016 Location: 7025 Great Peconic Bay Blvd PLEASE TAKE NOTICE, a complaint has been registered against the location described above,in that the above named individual(s) did commit or permit to occur the following offense: This office has received a complaint that there was extensive renovation to your bungalow/cottage with no pernut. This condiNon constitutes a violation of: TOWN OF SOUTHOLD CODE 144-8(A)(1) To Resolve: To avoid legal action, contact the Building Department by the return date on this violation notice and secure all required permits. When on 7/28/2016,I did observe the following: Building inspector Gary Fish advised the Building Department that there was renovation with no permit This property will be re-inspected for compliance on: 8/15/2016 Peter poherty ....._---_ - - --- - - --_�-----.-.... �� . � o , , , . , . . . � � � ..o .. . � 1N 4.:! iJ�, � } CS ��,� ��, � �:J' , qt�� F'" 'a�,;'e � � °�` [�.. Postage $ `"' ' ,;- �0 � � �� Certrfied Fee ; ��j "=�.cf;� ♦ r� � ;�� ' "�t�� y�16 [� Retum Receipt Fee hle �� p (Endorsement Reqwred) - r � Restdcted Dehvery Fee �'ti -' � �(Endorsement Reqwred) �, O , ' N Total Postage&Fees � .m,,,,,,.,,.,,,,n,.•°'' ra; _ � Sent To , '�" %L(/�9-�02�------ n��an,u c e� � . - -------------------- ---------------------------- � Street Apt No; yn� r /�y }� orPOBoxNo. �0 Z� .L--eCOn/lC--------"---��U�--------------- 1 j City,St te ZIP+4----- ------ � (, G�.�U/ZE� � ��'1�f 8 �1 � :�� . r ,� �, � � Generated by REScheck-VI/eb Software Compliance Certificate , , � : , Project Title: Antonucci Residence Energy Code: 2010 New York Energy Conservation Construction Code Locat�on. Suffolk County, New York Construction Type Single Family Project Type� Addition Glazing Area Percentage. 4% Heating Degree Days 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: � 0 0 . - '� � �Zp .o- o Compliance:e.4%Better Than Code Maximum UA 218 Your UA�204 The%Better or Worse Than Code Index reilects how close to compllance the house Is based on code trade-ott rules It DOES NOT provlde an estlmate of energy use or cost relative to a minimum-code home. • • • � � • � . • • ��• •- • Cedmg Cathedral 293 351 1.5 8 Ceiling Cathedral � , 246 351 0.0 7 Ceding:Flat or Scissor Truss 641 15 6 0 0 38 Floor All-Wood Joist/Truss Over Uncond Space 293 46 4 0.0 6 Floor�All-Wood JoistlTruss Over Uncond.Space 887 21 4 0 0 38 Wall:Wood Frame, 16in o c 438 25 2 1.5 18 Window:Wood Frame,2 Pane w/Low-E 57 0.290 17 Wall:Wood Frame, 16m.o.c. 932 15.0 0.0 72 Compliance Statement:The proposed bwlding design described here is consistent with the budding plans,specifications,and other calculations submitted with the permit application The proposed budding has been designed to meet the 2010 New York Energy Conservation Construction Code reqwrements in REScheck-Web and to comply with the mandatory reqwrements listed in the REScheck Inspection Checklist I r�r�.r �-�- •��/'� Name-Title , S�gnature Date Project Title: Antonucci Residence Report date•08/20/13 Data filename. 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All Rights Reserved � � SIMPSONL5TA-20GAGE JOIC�t DGSCrI t��n Nail Sizes Nail S acin DRAWING ISSUEDATES R00 F FRAM I N G Framing Notes: Client Meetin�Set 07.13.2013 RIDGE STRAP-ALL ROOF RAFTER 2 x 6 TIE @ EACH RAFTER RAFTERS Rafter to Top Plate(Toe-nailed) 3-8d per rafter The contractor is to verify all measurements in the field Client Meetin�Set 08.12.2013 IN LIEU OF STRAP. F�nMiN Ceiling Joist to Top Plate(Toe-nailed) 3-8d per oist and any discrepancies are to be brought to the attention Permit and Pricin� 09.09.2013 1 of the Engineer prlor to construction. Construction Set 00.00.0000 Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap ICE SHIE�D UNDERLAYMENT � 3'No.8 SCREWS 12'O.C. LIGHT WOOD-FRAME WALL Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap Wood Framing RE�UIRED•24"FR�M FAGE�F WALL ' Collar Tie to RaRer(Face•nailed) 2-Bd p@r tie REVISIpN DATES 1.All lumber Is to be No.2 or better pouglas Flr Larch ` WASHER(TYP.) Blocking to Rafter(Toe-nailed) 2-8d each end (N)wtth the fouow(ng minlmum speclflcat(ons: V-CUT SHEAR BLOCKIN Rim Board to Rafter(End-nailed) 2-16d each end � Fb=825 psl � ��m"PLYWOOD Fv m 95 psi SIMPSON H2.5 A . . Top Plate to Top Plate(Face-nailed) 2-16d per foot Fc perp=625 psI HURRICANE CLIP @ 16" � � ��ss Top Plates at Intersections(Face-nailed) 4-16d E�1,600,000 psl joints-each side O.C. 1 3/4 x 16 LVL BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS). Stud to Stud(Face-nailed) 2-16d 24"o.c. 2.All Laminated Veneer Lumber Is to have the following FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF Headerto Header(Face-nailed) 16d 16"o.c. along edges minlmum speClficatlons: WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. PLASTIC-COATED PERMANENT WOOD Fb-2,900 psl SCREW ANCHORS Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud Fv-290 psi 2-16d per 2x6 stud Fc perp-650 pst Gu1ss E�2,000,000 psl . . 2-16d per 2x8 stud �� z'PLYWOOD Bottom Plate to Floor Joist,Band'oist,End'oist or Blockin +,2 3.All Laminated Structural Lumber Is to have the ,�EFtED qRC � 1 9 2-16d per foot following mintmum speclflcatlons: �G�S y�R.K/.�y��F� (Face-nailed) ,� fRnMIN Fb=2,800 psl Q' Q' PROVIDE Sd COMMON SA FL00 R FRAM I N G F�=290 ps� , ,� , . ,�� ' NAILS @ 4"O.C.AT � DETAIL �ti '�� .� Fc perp�740 pSi ;` � g�, oL' * _ EXTERIOR ED E LL ' �#z Joist to Sill,Top Plate or Girder(Toe-nailed) 4-Sd per joist E-2,100,00o ps� � � SHEATHING. WASHER(TYP.) Bridging to Joist(Toe-nailed) 2-8d each end � Blocking to Joist(Toe-nailed) 2-8d each end 4.All treated lumber Is to be No.2 or better Southern MAXIMUM ALLOWABLE V-CUT PLYWOOD OPENINGS PROTECTION; Yellow Plne wlth the following minlmum speclflcatlons: Blocking to Sill or Top Plate(Toe-naifed) 3-16d each block Sj, 02480�y APA RATED�PLYWOOD TO THICKNESS DEPENDS ON WINDOW OPENING WIDTH(I) Ledger Strip to Beam(Face-nailed) 3-16d each joist Fb Q 975 ps1 ��OF EXTEND T�O TOP OF TOP SHEAR BLOCKING AND VENTILATION HOLES 3'No.8 SCREWS 12'O.C. Joist on Ledger to Beam(Toe-nailed) 3-8d per joist Fv�175 psl � PLATE. DETAIL A-TYPICAL ATTACHMENT OF Band Joist to Joist(End-nailed) 3-16d per joist Fc perp a 565 psi E=1,600,000 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d per foot PROVIDE LI PLYWOOD OPENINGS PROTECTION TO ' 5.AII beams fabricated with multl le Lamfnated Veneer BLOCKING AT S�MPSON�STA 36 SH EAR B LOCKI N G D ETAI LS NTS WOOD-FRAME BUILDING ALL SUPFLOOR METAL STRAP @ ROO F S H EATH I N G Lumber boards are to be nalled bolted In accordance EDGES-FIRST JACK POST , NOTE: IN LIEU OF SCREWS,IUGS p TWOBAYSOF SIMPSONLSTA24 'a `a A l terna te to 1 2 0 I�P H Ce r�i fie d �NITHNUTSANDWASHERSMAYBE P / with the manufacturer's s ecifications. USED Structural Panels FRAMING-TYP. @ STUDS W/4-Sd � . , Sd r'o.c.perimeter zone 6.All straps,connectors,plates,bolts,nails,etc.are to NAILS @ 48"O.C. �� Wi ndow I ns�al lation . �4her 6"o.c.edges of be galvanized or stainless steel.Designated connectors, strap etc.on these drawin s are made b Sim son tanel, 12"o.c.interior g y p Drawing Legend: � LL �i panel unless Indicated otherwise.AII Connectors,straps etC. _ _ _ ` _ _ _ ' Plywood Panel Window and Door DiagonalBoardSheathing aretobenalled/boltedlnaccordancewlththe _ _ _ _ _ _ _ _ WaIIToBeRemoved manufacturer's speclffcatlons. h . 1"x 6"or 1"x S" 2-8d per support Wall To Remain � Protection for Wood Fra m ed 1"x 10"or wider 3-8d per support 7.All floor sheathing Is to be 23#32 inch AC type plywood, New Wall DOUBPLAOE PLYWOOD SHEATHING �� 100 � � � � tongue and groove,with an APA span rating of 48/24. TO OVER LAP BOX B U I I�I I1 S �a Floor sheathing shall be glued and screwed to the New Foundation Wall BEAM-TOP+BOTTOM, floor�o�sts(6^O.C,edges and 12^O.C. field). 2x6C�16"O.C. > N.r.s. -------_ LinesAbove STUDS Gypsum Wallboard 5d 7"edge/10"field 8•AII wall sheathing Is to be 15/32 Inch APA Rated Exposure 1 plywood and shall be nalled wlth 10d ------------ LineS BelOw � � WALL S H EATH I N G� �ommo��a��s s"O.C.edges and 12"O.C.field. , , , , -�---�-�-� Guidelines `a �a StRlCtural Panels 9.Soltd blocking Is to be Installed every 8'max or mld _.__ _ _ $d (see table 3.9) span of all floor Jolsts wlth spans exceeding 8'. - FenCe GABLE ROOFS SCTM# 1000-126-10-15 Fiberboard Panels o ��6�� 6d 3"edge!6"tield 1 0.Oouble Jolsts are to be Installed below parallel walls. 1 0 1 Door Tag STRAP TO STUD �< 1 Q PROPERTY ADDRESS 7025 PECONIC BAY BLVD., 25/32" 8d 3"edge/6"field 11.Blocking Is to be Installed at all polnt load bearing W/4-ed NAILS �a ,a a �a LAUREL,NY, 11948 po1n�• 101 O Window Tag WRAP+NAIL STRAP � � OWNER SALVATORE ANTONUCCI G sum Wallboard , „ 12.Walls are to be iremed w(th 2x6 Inch studs spaced]L6 (4-4d NAILS) �. ' �. Yp ��' `� 7' edge/10 ffeld Inches o.C.unless Indlcated otherwise. � � Hardboard 8d (see table 3.9) nx�xx -� Section X, Particleboard Panels 13,A11)olst and beem hengers and fasteners used on the Sheet A-XXX AR UNI ILL PLAT SIMPSON MST27 SURVEYOR YOUNG AND YOUNG, RIVERHEAD, NY � � exterlor are to be Simpson Type 304 or 318 Stalnless AT AMICHOR BOLT � 1 12"WIDE-20 GAGE h Diagonal Board Sheathing (see table 3.9) Steel, METAL STRAP @48"OC. +12"FROM EACH CO�NER � 1"x 6"or 1"x S" 2.gd x WRAP AROUND SILL PLATE 1 x 10 or wider per support �� Detail Tag ZONING R40 " " 3-8d per support 1hotld pped galvan(zedashers ere to be stalnless steel or PROVIDE Sd NAILS C�?4"O.C.AT PERIMETER INTERIOR � NAIL SHEATHING TO SILL PLATF' PORTIONS OF PANELS IN HIGH PRESSURE ZONES. BUILDING HEIGHT ALLOWABLE- 3�FEET FLOOR S H EATH I N�� Stee, x � 8d NAILS�4"O.C. ACTUAL-15'-3" Structural panels � � Elevation Tag � 1, All steel Is to be ASTM Specificetlon A•38 2�•#5 REBAR M\ � � 1"or less 8d ; 6"edge/12"tield BUILDING EXCEEL7S� MIN. REQUIREMENTS SET FORTH reaterthan 1" 10d ' 6"edge/E"fleld 2. Atl bolts�connectlons ere to be made wlth A-325 � 2 x 6 SILL PLATE �� NOTE:a=4 FT,IN ALL CASES � ENERGY CODE 9 I bo�ts, x`�,x Interior Elevatlon Tag ACQTREATED, BY N.Y.STATE RESIDENTIAL BUILDING CODE-SEE � � � �c1 �a � Dfagonal Board Sheathing \/ SEE DWGS. ATTACHED REPORT I 3. Square/�ectengular�nd Clrcular columns ere to be x s ^ 1"x 6"or 1"x 8" per support ASTM S peclfl c e tl o n A 5 0 0. E`s'1'�0 N FOR DESIGN. W�FENDER WAC`�SHER.C. GABL�E R(�30�$o -- 1"x 1 0"or w f der 3-8d per support 4, All columns are to be boited to steei irders wl 10 <$< 45 I T E D A T A ��i g t n 1#2"b01ts or unless otherwise shown on the plans. Q�� W + S H E R E N R I I A A � CO M P O N E N T A N D CLADDING P RE S SU RE ZONES ` 1 Nailing requirements are based on wall sheathin g nailed 6"on-center at the panel ed ge.If wai�sh e a t h i n g i s n a i l e d 3"o n-c e n t e r � at the panel edge to obtain higher shear capacities,nalling requlrements for structural memberashall be doubled,or alternate g• 1/2"Web stlffeners are to ba Installed at el1 polnt connectors,such as shear plates,shall be used to maintain the load path. �t�a o �, EXIST. DRYWELL , � r *� load bearing polnts end over all column supports. ;'p o�:: ll��: s��.\��U 00o P�' 2 When wall sheath(ng Is continuous over connected members,the tabulated number oi nails shall be permitted to be reduced to �• All wetded connectlons are to be done by a certltled llj �,�Tr, Ot �0 � Q 1 -16d nail per toot. M E R Y L K R A M E R �� welder and oonform to AWS and AISC standards. ��,(�� °� ta� � 0 a r c h i t e t t �� 0 �� 9� � PROJECT DATA s.All weld Jolnts ere to use E70XX electrodes. l �O `� � 9 � 6.All Irder s Ilces�re to be made above columns. -�-------�--�--•-�- -- \ � ,,-.�'---, o .ti,� - ._. . ..... �� o. ,� , _ � �o �, TABLE R301.2 ,f g �,�� ;�; 'c �� ` b��I �,,� � 213 E , FRONT ST EET �� Z�� 3 GROUND SNOW LOAD WIN9 SPEE (mph) SEISMIC DESIGN CATEGOR ' � d� �� ) s1 "�� " � �j r ��+ i.eo N Q � l� 45 PSF oh,w , � ��, � � / 1 ,�� 1�� B � . ( ��, � POST OFFICE BOX 683 �� G�NERAL NOTES GREENPORT, NY I 1944 �9;'�, � a 4� s�� s' �ll , � U �� S U BJ ECT TO DAMAG FRO M 1. ALL WORK MATERIAL,AND EQUIPMENT SHALI BE IN 6 3 I - 4 7 7 - 8 7 3 6 �� " b'� �' ''��`� � � WEATHERING FROST LIaNE DEPTH TERMITE DECAY ACCORDANCE WITH 7HE NEW YORK STATE UNIFORM m k a r c h i t e c t , c �o'm� , ,'; � �: , ,..��..`�'s�,, �'sa { BUILDING CODE,AND THE NEW YORK STATE ENERGY � ' { `� �� - y � - ` 4 VENT THRU�;ooF POINT GRAVEL ^ �. NATURA LOW CONSERVATIONCODE,ANDLOCALAUTHORITIES. „ @ z�� 3 '-��, � .� �j� � SEVERE 36" HEAVY TO MODERP'"E MO�ERATE TO SLIGHT ��r��x,'fi ��LL' ;' j-; 1,� h h'zf�C 5 DRIVEWAY � '� --_ �',3:�_.-�' � � ��' o' N � WINTER DESIGN TEMP ICE SHEILD FLOOD HAZARDS AIR FREEZING INDEX f_�- -��=:�:... ;�a�"r'��°�---� , . ° �a 1� 'N � � I �, � UNDERLAYMENT 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE ,i I�' ; E 1?1 � ; r,=; „,, �,. ROOF 1p � 9 �/ VERIFIED BYCONTRACTOR(S)PRIORTOSTART OF � -��i��;-��:'� = ��:-� rt�'��i.`�_ ±T i'•; `-'��' � � REQUIREMENT r. <r_(x.�;%� �t . ' ��) �; i°i•; �1� 1 t!. $ i� � o � ,. G:.-.� � " �. p Q �-�''� `g �O° $ 0�� ._ CONSTRUCTION ANO ORDERING OF MATERIALS. THIS t•k� ., ��Y.�K; ;', : :.�.._, - ;�s�.: 9 � �� 11 NONE NONE 599 �_��*� ��.,-�5�i�>, ,.�. FOUNDATION HAS BEEN DESI�NED FOR A SOIL � _�� ;�t�,��; ,=j\1��;��t `,;`�;i1,�� I �� ° �' BEARING CAPACITYOFTWO(2)TSF AND GRADES �',..; ��'� I <D � �� 0.03 �a�'� \ � �ry ry � LESS THAN 596. �_i t�'Y.,1; ; t F,`%:;.. ,- `s ;' �..:_ CQNTRACTOR SHALLVERIFY THAT -: .,hr�, _ ...;�t�, ,.: at.,, ;. � � w ''.,. EXPOSURE: B URBAN,WOODEi. �.� ,;�� ,�`., � --^' � � � �, �,:,�..:�.�;_i I "'�� '�" ��` ��, (R301.Z.1.4� C OPEN COASTAL � THESE CONDITIONSAREMET. ALLFILL BENEATH Antonucci Reside. �e,�' .�,.' �g;� ��}�;�n -�'� ' q i ` �'' � t �`,� \::_;:��.,�'�.+ �� ., � S � f� � CONCRETE S1�46S TO BE COMPACTED TO 95% `�'�'�;�'�' `' `��'` � 4�� ` � �//�� RELATIVE DENSITY. 7025 Peconic Boul�arasT�,:�j - �;��,`> :,��.;->•�;: .j ,_, ,:,�-�;�,„ ,, � ..�- -L---�.,,,_„�''''',,,� I I �� 3 -� Parcel 1� �., :�� JJ DESIGN LOADS '"�;�j';�7d p ��„,: n n n� ..""� e n n � � 20.15 I � J��L �• ��'�,a� ��;kSF' �l'�''I��ti:�•'C�;::�r � � �i2 r 2 � �rt � v2 � ��2 2 I a , Laurel 11948 NY �,;F�� r�'�.,=.� 1 . I : tf�:�,' ''-u'G:. �t S � , CITY 20QC} PSF � ,��'�A�:�.=�'`" �� I LAV. SINK �nv. �y �O . ' CLASS BEARING CAPA ' � � :i"��>.:�:�O N d�� ` '� PROVIDE FLASHING AT ALL ROOF BREAKS, �'4� �, �`. �'�','� '! ,��'�'��;. �,�`:.,' `,� � t� � �,� i ti+ � c. W.C. W.C, W '�J - � � 9 BLDG: CHIMNEYS,SKYLIOHTS,EXTERIOR DOORS, WINDOWS r `: "�`��,.x-' � +� " `��'r��I, ,�� ` Q y� r-r'i� " �� FLOOR LIVE LOAD 4 0 P F AND DECKS ETC.. N'� � _ , ;� -� "', TUB Q ,�c�,. Q , ,-\�/ � S FLOOR DEAD LOAD 15 PSF , � y1`�i�}'�� `� M''%',�~�=;x-� �ti,;., 1ST FLOOR O� " p � �,�r`��1 'Q� ROOF DEAD LOAD 10 PSF SNOW DEAD LOAD 30 PSF " " ��v"�`` ';`��`�''" '�`��"�'"''�� i 4 DO NOT SCALE DRAWINGS. ' " " " " ' �0 , ��`;,�� - RM WATER RUNOFF 2" 4' 1 1/2 1 1/2 1 1/2 4 2' � � 5. DESIGN CQNSULTANTS OR RECORD ARCHITECT- PURSUANT TO CHA��ER Z36 C.O. .� �D�ry i'Jl ENGINEER ARE NOT RESPONSIBLE FOR THE F.A.I. � � ROOF DRAINAGE CALCULATIONS N CODE. � � ♦ INSPECTION,SUPERVISION,OR ADMINISTRATION OF i � THIS CONSTRUCTION PROJECT. FEDERAL, STATE ( � � r' AND LOCAL 20NINQ AND BUILDINa CODE COMPLIANCE Code Requlrements �' �' '' ' � ' • i � r s 4"MAIN WASTE LINE �p 18� j� �y � DRAINAGE AREA CONSIDERED DRAINAGE REQUIRED DRAINAGE PROVIDED MIN. SHALL BE THE RESPONSIBILITY OF THE SC81A: NOted r , "' SLOPE 1/4"PER.FT, �� O� � � CONTRACTOR. � , ° . ° HOUSE TRAP CONNECT TO � � H�USE AND B.�INQALQW ROOF/ (1 4`p��.P X 8'DIA,, 12" DEEP All Drawings Printed on 11x17 APPROVED � /�_� a C VERAGIE InnPERV1C7U 700 SF x 1 167. 82 t� AV��9�1�X ^ SF A. THIS DRAWINO I$AN INSTRUMENT PREPARED TO SANITARY � �S/ O Paper Scele la 604�6 Scale Above BASEMENT SYSTEM � 'Q -� FACILITATE CONSTRUCTION AND $HALL NOT BE N07ES: CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 1 100%COEFFICIENT OF RUNOFF CALCULATED 2 2"RAINFALI.CONSIDERED � 7, THIS STRUC7URE HAS BEEN DESIGNED IN PLUMBING RISER DIAGRAM �� ACCORDANCE WITH THENEWYORK STATE ENERGY CONSERVATION CODE, � SITE PLAN " /� _�� SCaI@: �� = 4O ft 8. CONTRACTOR SHALL OBTAIN ALL PERMITS , !"� , ;, . . ��... l�v1'�I�,��°, - °' � tl �:!1_P�U:�.�E�jJ�"Q'1A3��ryl�'��r Architect T � & �'4':'11"ER LiN� N �°;_. -��_ �._,,..,,,_� 1 ; . , TEST"'.dG �r'"Or:._C�`"�"''"' � •,, `,�' , . , . � �,� , . ,.. _. ., �.:�,��7N LF_a'. � �'�� C. .:r ;�- ' '�N�`-;� ' .` ; CERTIi=�� .� Gr= �.�C;CUF�„`;'�Y .. , . ., . . , . 5�--,, ,. , . ��n IN lNATE!3 . .. SU;=�, �. � , . , �.-�G�CAN�J'" T EXCE�--�J� .. ,�; �_;�= ��e LE,',.'�. I . I � / / DRAWING ISSUE DATES Client Meetin�Set 07.13.2013 +/-20'-1" Client Meetin�Set 08.12.2013 VIF Permit and Pricin� 09.09.2013 4'-0" 5 / " EQUAL EQUAI� 5 1 2" 20'-13/4" Construction Set 00.00.0000 VI F DECK � REVISION DATES , DOOR ' ,' ,. : ,_, . 10" 18'-5 3/4" 10 , VI F . Y - — — — — -�-� — �-- , — — — — 1 c� o � � 102 , � i i j � i j � j ( , I i ' ' j j i ! i ; i ' ; � � ; ' ( � , � � � � I ; ' � � � N � 2-13/4X1�. 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Hm ed . . � � �; �, 3-0 X 6-8 . . . . , ,.,. . ; .. ; , �:. , . ► ,i i �� , � 602 Jeld Wen F�berlast En meered Com osite Ail Panel- Motlel 100 H�n ed � 3-0 X 6-8 1 st Floor poors 101 Sim son Half Lite Bun alow 7228 Exterior Decorative w/Full Lite Sideli ht Hin ed Pt. ext Natural Pine int. 3'-0" x 6'-8" Emtek Orion tubular ent set w/Helios lever 102 Andersen FWH 90611SASL Hin ed Sin le W/Staiona Painted 8'-11 1/8" x 6'-10 3/8" 9'-0" X 6'-11" 0.32 0.21 103 Jeld Wen " Craftsman III" Hin ed Double Painted 4'-8" x 6'-8" Antonucci Residence 104 Jeld Wen " Craftsman III" Hin ed Painted 2'-6" x 6'-8" 105 Jeld Wen " Craftsman III" Pocket Painted 2'-0" x 6'-8" 7025 Peconic Bou�evard, 106 Jeld Wen " Craftsman III" Hin ed Sin le Painted 2'-8" x 6'-8" Laurel, 11948, NY 107 Jeld Wen " Craftsman III" Hin ed Sin le Painted 1'-6" x 6'-8" 108 Jeld Wen " Craftsman III" Hin ed Sin le Painted 1'-6" x 6'-8" 109 Jeld Wen " Craftsman III" Slider Painted 5'-0" x 6'-8" ' 110 Jeld Wen " Craftsman III" Hin ed Sin le Painted 2'-6" x 6'-8" Wlndow Schedule No Manutacturer o L catlon T e Inlsh Unit Dlmenslon xH R u h O enln xH U Valu� Solar �E��t Glass & Dlvlslons Remarks Elevatlons and Schedules Gain Coe�f. scaie: �ia��= 1�-0�� er SHGC All Drawings Printed on 11x17 A Andersen Woodwri ht WDH 2O32 Double-Hun 6h White 2'-1 5/8" x 3'-4 7/8" 2'-2 1/8" x 3'-4 7/8" 0.3 0.31 HP Low-E4 Paper Scale Is 50�Scale Above B Andersen 400 series Casement CX145 Casement 6/1 White 2'-7 1/2" x 4'-4 13/16" 2'-8" x 4'-5 3/8" 0.28 0.32 HP Low-E4 C Andersen 400 Series Awnin AW281 Awnin 6 White 2'-7 1/2" x 2'-4 3/8" 2'-8" x 2'-4 7/8" 0.29 0.29 HP Low-E4 , D Andersen Woodri ht WDH 2O46 Double-Hun 6/1 Cotta e S le White 2'-1 5/8" x 4'-8 7/8" 2'-2 1/8" x 4'-8 7/8" 0.3 0.31 HP Low-E4 E Andersen Woodriqht WDH 18210 Double-Hun 6M White 1'-9 5/8" x 3'-0 7/8" 1'-10 1/8" x 3'-0 7/S" 4.3 0.31 HP Low-E4 �_� F Andersen 400 Series Awnin AN21 A.wnin 6 White 2'-0 1/8" x 1' 8 1/2" 2'-0 5/8" x 1'-9" 0.29 0.29 HP Low-E4 0 0 Z Duo Cor oration PNP Ho er White 32" x 20" 0.3 0.31 HP Low-E4 T1 Andersen 400 Series FWT 31110 Transom White 3'-01/8" x 1'-9 13/16" 3'-1" x 1'-10 1/2" 0.29 0.29 HP Low-E4 Nore: � 2013 Meryl Kramer Architect ALL UNIT DIMENSIONS TO BE VERIFIED ON SITE BY CONTRACTOR AII Rlghts Reaerved BEfORE WINDOW AND DOOR ORDER DRAWING ISSUE DATES Client Meetin�Set 07.13.2013 ClientMeetin�Set 08.12.2013 Permit and Pricin� 09.09.2013 Construction Set 00.00.0000 REVISION DATES I � MATCH T.O.NEW RIDGE i TO EXISTING RIDGE . , ' �::li;a � � STRUCTURAL RIDGE(3)1 3/4"x 117/8" WL .;,.�I�� i��l I��,`�� G\S�EREDq�Cy i -,, , , , �,�-. 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',�'i(f;�p't ��1'.:�� TIIII' II �i `�=1 11= � = � - �� = = _ = � �= � -_ (� =� _��= = ��=�� -- _ ��-8��= =� � =� — �� I� ,�„ � �� „ �� ,�,� ,�„ �� ,��, ,�„ ,�,� I ,�„ ��) ��,. Antonucci Residence 7025 Peconic Boulevard, t 2 Wall Section Detail Laurel, 11948, NY . Scale: 11/2" = 1'-0" Sectlons SCale: 1/4"= 1'-0" All Drawings Printed on 11x17 Paper Scale Is 50�Scale Above -300 � 2013 Meryl KramerArchitect A�I Rlghte Reeerved