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HomeMy WebLinkAbout41563-Z Town of Southold 2/16/2018 . P.O.Box 1179 t 53095 Main Rd oma" Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 39514 Date: 2/16/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1540 Smith Dr S, Southold SCTM#: 473889 Sec/Block/Lot: 76.-3-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/6/1992 pursuant to which Building Permit No. 41563 dated 4/25/2017 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 to an existing one family dwelling as applied for per ZBA#6952, dated 6/16/2016 and ZBA De Minimus determination dated 11/4/2016. The certificate is issued to Ferrulli,Victor&Gail of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41563 6/20/2017 PLUMBERS CERTIFICATION DATED 7/11/2017 for Ferru i t oe Au ho d Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE r46 '� . . SOUTHOLD, NY 1` 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 #: 41563 Date: 4/25/2017 Permission is hereby granted to: Ferrulli, Victor & Gail 1540 Smith Dr S Southold, NY 11971 To: construct an unheated enclosed breezeway between existing dwelling and garage as applied for. Replaces BP 38416. Amended 4/25/17 for alteration to dwelling as per ZBA #6952, dated 6/16/2016. At premises located at: 1540 Smith Dr S, Southold SCTM # 473889 Sec/Block/Lot# 76.-3-5 Pursuant to application dated 12/6/1992 and approved by the Building Inspector. To expire on 10/25/2018. Fees: PERM T RENEWAL $75.00 MENT TO PE IT $621.00 Tot 1: $696.00 ng Inspector i TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE '� • a SOUTHOLD, NY BUILDING PER (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE'WORK AUTHORIZED) Permit#: 35798 Date: 8/24/2010 Permission is hereby granted to: VICTOR & GAIL FERRULLI 1540 SMITH DRIVE SOUTH SOUTHOLD, NY 11971 To: CONSTRUCT AN UNHEATED ENCLOSED BREEZEWAY BETWEEN EXISTING DWELLING & GARAGE AS APPLIED FOR. REPLACES EXPIRED BP # 21139 MR. FERRULLI CAME IN SAID HE LEFT CHECKBOOK IN FL. WILL BE BACK IN MAY TO RE-NEW FILLED OUT C/O APP. 1ST NOTICE 11/26/12 At premises located at: 1540 SMITH DRIVE S SOUTHOLD SCTM # 473889 Sec/Block/Lot# 76.-3-5 Pursuant to application dated 8/24/2010 and approved by the Building Inspector. To expire on 2/24/2012. Fees: NEW DWELLING/ADDITION/ALTER. $150.00 Total: $150.00 I Building Inspector I i FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35798 Z Date AUGUST 24 , 2010 Permission is hereby granted to: VICTOR & GAIL FERRULLI 1540 SMITH DRIVE SOUTH SOUTHOLD,NY 11971 for CONSTRUCT AN UNHEATED ENCLOSED BREEZEWAY BETWEEN EXISTING DWELLING & GARAGE AS APPLIED FOR. REPLACES EXPIRED BP # 21139 at premises located at 1540 SMITH DR S SOUTHOLD County Tax Map No. 473889 Section 076 Block 0003 Lot No. 005 pursuant to application dated AUGUST 24 , 2010 and approved by the Building Inspector to expire on FEBRUARY 24 , 2012 . Fee $ 150 . 00 (0thor' d Signature ORIGINAL Rev. 5/8/02 FORK NO. S TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) ele-) NMI 21139Z Date ....,/.-2/—/................................. Permission it hereby granted tP:, ........... . Z� ................. .. .. to .. .......... y . ...... .. ...... .. .. ..... at premises located at .... ..... .. .... .. ........................... 74V. . ...... ........................................................... .. . .... .... . ..................................................................... ................................................................................................................................................................. County Tax Map No. 1000 Section ...........7.W..... Block .......... ......... Lot No. ............. pursuant to application dated Z,21-. .� ....................................... 19.1.? and approved by the Building Inspector. Fee ...................... ilding Inspector Rev. 6/30/80 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: I. 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 I. 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. New Construction: 1// Old or Pre-existing Building: (check one) Location of Property: ( 5�}� House No. Street ' Ham t Owner or Owners of Property: , jrcz � �Ats PgQ V t J., I, Suffolk County Tax Map No 1000,Section '7 Block Lot Subdivision Filed Map. Lot: Permit No. Li 3 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate*V (check one) Fee Submitted $ NA A',&, Applicant Signature OF SO�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 roger.rich ertc-D-town.Southold.ny.us Southold,NY 11971-0959 olyOwn BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Victor Ferrulli Address: 1540 Smith Drive South City: Southold St: New York Zip: 11971 Building Permit#- 41563 Section: 76 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: "AS BUILT" DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 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 F5 Twist Lock Exit Fixtures TVSS Other Equipment: "AS BUILT" - "ELECTRICAL SURVEY" - "NO VISUAL DEFECTS" Notes: HEAT LAMP, EXHAUST FAN. Inspector Signature: 4 Date: June 20, 2017 0-Cert Electrical Compliance Formals yo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q Y BUILDING DEPARTMENT TOWN OF SOUTHOLD CE RTIFIC.ATION Date: Building Permit No. Owner:'\V I (Please print) Plumber:y G�r Fe4pelI 1 (Please print) I certify that the solder used in the water supply system contains less than 2/10:of I% lead. r i i' (Plumbers Signature) Sworn to before me this 1 t/ day of 20j_ d-'�kvy -L Notary Public, County BUILDING DEPT. CONNIE D.BUNCH TOWN OF SOUTHOLD Notary Public,State of NSW York No.01 BU6185050 Qualified In Suffolk County Commission Expires April 14,2jW10 765-1802 BUILDING DEPT. NSPECTION [ DA N 1ST [ ) ROUGH PLBG. Loc ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMARKS: �� -/m <=o�"'/L✓I�/ All DATE � �7 � INSPECTOR � ��J LA Is o3 76 -.j-.f 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ j FINAL [ ] FIREPLACE 8 CHIMNEY • REMARKS: f� ���P ZZAI-- a'o 'L,'." DATE a-1 INSPECTOR �� ki 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PIBG. [ J�DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL REMARKS: (T' DATE INSPECTOR rss-isoz BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ J FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: Xe�- .1001 DATE ✓� � INSPECTOR - 4151'3 oF soujyo6 3-5�g N • TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING (FINAL 4— r [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: irtA.- f 2 v �� f r , i l DATE 9 --3 ° � 1 o INSPECTOR."'Atl-JAZ?e-l- 4 '' Of SOU I sZa COD TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. """," CJ L-,IL �✓/ 0e Fr3 �7 xe CAJ DATE �d �� �� INSPECTOR SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) D1 ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ��Of SO�Tyo o�yCp� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: L ,c6 c". 64,-, ;&"-Avp ,-- r v kwlenk � v • � �,,, •XPi s • 1► DATE 0 LW INSPECTOR �I �pF SOUTy of TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ ] FINAL 4 [ ] FIREPLACE .& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) MARKS: hwk�� "- 0� C- DATE INSPECTOR ROBERT H. WHELAN, P.E. P.O.Box 590 •Mauituck,NY 11952 Tek 631-871-1369 October 1, 2005 Town of Southold Building Department Main Road D Southold,New York 11971 Att: Mr. George Gillen AUG 17 2010 Re: Ferrulli Residence MG.Of Pt - 1540 Smith Drive South TOWN Of SOUTHOLD Southold,New York 11971 C.O. Application Dear Sir: Pursuant to your request and that of the owner, on September 15, 2005,the above reference residence was inspected. The purpose of the inspection was to ascertain the need for collar ties in the cathedral ceiling section of the kitchen/dining area. During the inspection it was revealed from the owner that the original structure was built sometime in the mid 1950's and similar homes in the area were constructed in the same fashion. In analyzing the structure as a whole,there exists additional reinforcement to the roof structure from a knee wall forming the second floor closets and an adjoining roof structure over the living room. The exterior walls and interior roof support header were inspected to determine if any deflection was present.No deflection in these components was noticed. In addition the roof pitch of approximately 12"/ft and the short span of the ridge adds to the overall stability of the roof framing. It is my professional opinion that the as-built construction relative to the roof structure is sound and meets with the general intent of the New York State Building and Construction Code. Thank you for your time and cooperation on this matter. If there are any questions relative to the above please do not hesitate to call. �oFRH.IEw , ry Truly ours; 0 �O 61456 Obert H. Whelan,P.E. sS1®�t°4 cc: Mr. Vic Ferrulli ��; ' %ice• I®R • I INS INS NINE WAS, , FRI Eta ill-al-16,1111,11111111111 �.� ' ' ' a 0. S FIELD INSPECTION REPORT7 DATE COMMENTS C� b os, FOUNDATION(1ST) y ------------------------------------ FOUNDATION (2ND) z ROUGH FRAMING& y PLUMBING r INSULATION PER N.Y. y STATE ENERGY CODE O -Plaid -6 to l r✓a ,t,P�s S ,� y awJ e,- . %011,4V gK FINAL ` T ADDITIONAL COMMENTS \ r . fz b awn CPQ a x d t� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING 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 I � Survey SoutholdTown.NorthFork.net 'PERMIT O —1 Check D Septic Form N.Y.S.D.E.C. Trustees 2017 C.O. Application APR '" 6 Flood Permit Examined ,20 Single&Separate BU"ING DEPT• Storm-Wafer Assessment Form TOWN OF SOUTHOLD Contact: --� Approved ,20 �M(a�il to:uv I52, Disapproved a/c c�U O � Phone Expiration ,20 --,l Bail'o -- PLICATION FOR BUILDINGPERMIT INSTRUCTIONS 016 JAN 9 2 I Date WMA � , 20_f,5—- i a. This application-AUST-be-mpletely filled in by typewriter or in ink and su d to the Building Inspector with 4 sets o pians, accurate plot-plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of-buildings bn premises, relationship to a premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of B ermit: d. Upon approval of this application,the Building Inspector will issue a Building Permi pplicant. Such a permit shall be kept on the premises available for inspection throughout the work. 'y e.No building shall be occupied or used in whole or in part for any purpose what so ever un Building Inspector issues a Certificate of Occupancy. - f Evey building permit shall expire if the workauthorized 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 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. ( ignature of applicant or name,if a corporation) ll • � 1t (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OnTr Name of owner of premisesyicAotr 1 u l (As on the tax roll or latest dried) 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. � ca i n of land garonosed 2 d e done: G+ House Number Street Z-1Hamlet -70 'rev t�3'Ai0ran O� County Tax Map No. 1000 Section j-,f u(B1ot•-0i8 n'�9i�', - Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises a intended use nd occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Builds _ dditi Removal Dn iteration Repair erno`lition Otherr k p hAnim �A)o ! }k �.J ra .Q �I.,�T'/1,� SDesFiption) 4. Estimated Cost F'ee� �� Xr�' 1 (To be paid on filing this application) 5. If dwelling, number of dwelling units N,umbeG),,�dwel+ing units on each floor If arage, umber of cars G10RTU� Kw 210 ar ori :? 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 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth invinj 10. Date of Purchase Name of Former Owner vul f I I 1 11. Zone or use district in which premises are situated DIRry 1,l S 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO K - n 13. Will lot be re-graded?,YES NO Will excess fill be removed from premises? YES NO r, U UCFLYYVIl I�IU Sn1q1')b( � 105 U 140 14. Names of Owner of premises, ddress < < one o. Name of Architect Address Phone No 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. r , 18. Are there any covenants and "restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) fif Ck ,icP / t�C�J�/J� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contra t)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 6�' 4:j� 11 day of a r20 CONNIE D. BUNCH I\( � Notary Public,State of New Yo ' "�� � � iVo.01 BU81 Notary Public Qualified In SufhONc C�wnty Signature o scant Commisslon Expires April 14, BOAFO OF HEALTH . . . . . . . . . FORM NO. 1 3 SETS OF PLANS : : : : : : : : : SURVEY .. ��` '•� TOWN OF SOUTHOLD ' ' ' . . . . . . _ . . . . . . . . 2 DEC,`- T 199 � BUILDING DEPARTMENT CHECK SEPTIC FORK _ . . TOWN HALL • • • • • • • • • • • _ ' - SOUTHOLD, N.Y...11971 as_aG. DFpr r '1 TEL.: 7651802 i:oTiFY : ,�Wk _ Ef11S�h TOWN `lF OUrHOLD CALL Examined ��. . . . . 19�2" ' . _ . . . . -.. •- - ._ ' - MAIL TO : , !. , Approved . . . .� �, . , 19 ?Permit No. .c`t���•s}.9,, Disapproved a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7ild' a Inspector).-. APPLICATION FOR BUILDING PERMIT Date . . Pe. . . . . . . . .. 19 y INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 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 giving a detailed description of layout'of.property must be drawn on the diagram which is part of this appli- cation. 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 issued a Building Permit to the applicant. Such permit shall be kept on tfie premises available for inspection throughout the work., e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE .to the Building-Department for the issuance76f a"Buitding 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•i_n<buildin for necessary inspp��ctio -1 ? g rY -- (Signature applicant, or name, if a corporation) 1'146VIV. JW!y4 . .zrAK'h 414 .fir x 't (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. . ..o . ?.er . ...: : ._. . : . . . . : . . . . : . . . . Name of owner-of.premise's .v/._�.. 0!`�..,. 14Z_ :. ... . . . . . . . . : ... . . . . . . . . . . . . . . (as on the tax roll or latest deed) If applicant-is a corporatidii;rsigriature of duly authorised officer. . . N/ . . . . . . . . : . . .): (Name and-title-of�corpor'a'te'officer) ' Builder's License No. Plumber's License No. . . . . . . . . . . . . . . . . . . . . . . . . Electrician's License No. . . . . . . . . . . . . . . . .:'" ter. Other Trade's License No. . . . . . . . . . . . . . . . . . . . . . ' 1, Location of land on which proposed work will be done. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./✓ . . . . . . . . . . . . . . . . .Jw"/%, �i��Y� sourl. . . . . . . . .-rour��o��. . . . . . . . . . . . . . . , [louse Number Street Hamlet ` .S County Tax Map No. 1000 Section . .�d. . . . . . . . . . . . . Block . . . . . . . . . . . . . . . . Lot . . . . . . . . . . . . . . . . . Subdivision .4roo_R�_. ��G� � ,{'. . . . . . . . . . . Filed Map No. '. : :` Lot .'/`s.�:'f /.. . . . . (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposeo'l onstr-action: a. Existing use and occupancy . . S/.�YG�E.!�/�/. /L�'. .� f��E�G . . aE7 ,GiY��. ��.t�-?6.� , , , , • , , • b. Intended use and occupancy . . . . . . . . . . . . . . . . . . . ,. f % !�1 . , , , , , , , _ 11, >/3. Nature of work (check which applicable): New Building . . . . . . . . . . Addition .�. . . . . . . . . Alterat!iori_' . . . . . . . . . . Repair . . . . . . . . . . . . . . Removal . Demolition ,4r�,4el f/Q!!s' 7a Q19fI�� 1d/Tiy ll Ile- Other Work . . . . . . . . . . . . . . . r� �`��'�l'E'$�P (Description) 4. Estimated Cost . . l DD1� 3 �� . . . . . . . . . . . . Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (to be paid on filing this application) S. If dwelling,number of dwelling units . . . .<. . . . . . . . . . Number of dwelling units on each floor • • • • • • • • • • Ifgarage,number of cars . ./. , • • • • • . . . . . . • • . • • . . 6. If business, commercial or mixed occupancy,,specify nature and extentof each type of use 7. Dimensions of existing structures,if any: Front . . Rear Aef. . Depth ` . Height . ... :/. f . . . . . . . . Number of Stories . .�. . . . . . . . . . . Dimensions of same structure with alterations or additions: FrontSQ. . Rear �T.D Depth . . . ..3r✓ . Height . . . ./9 . . . . . . . ... . . . . . . Number of Stories . . l . . . . . . . . 8. Dimensions of entire new construction: Front fid. . . • . Rear . .J�. . Depth /�. Height . ./.Q'. . . . • • • Number of,Stories, /�'- • � • • 9. Size of lot: Front . . . Q, :... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Rear .;1.� De th 10. Date of Purchase .� %�! • Name Qf Former Owner 11. Zone or use district in which premises are situated . . . . . . . 12. Does proposed construction violate any zoning law, ordinance�or regulation: . . 100. . 7!f zf . -t'iJ�G.c�crr . . . . . . 13. Will lot be regraded lYP. . . Will excess fill be removed from premises: Yes No 14. Name of Owner of premises �W D/ei. Q/ I;U�G! • Address � !T�!(1� . -�����. . Phone No.&-!5. .G1�6, . Name of Architect . . . . . . . . . . . . . . . . . . . . . . . . . . .Addres's . . . . . . . . . . . . . . . . . . . Phone No. Name of Contractor .�. . . Address �7g5./1A!A! AC/ArPhone No. 3?7-; �86cs'. . . . . . . . . . . . . . 15. Is this property within 300 feet of a tidal wetland? *Yes,. ; , , . No. . . . . . . . . *If yes, Southold Town Trustees Permit may be required. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed,I and,indicate-all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. - fAPP 0 z AS NOTED DATE/L.' # FEE: BY: NOTI UI IPG DEPA N AT 765-1802 9 APJ1 TO 4 PM FOR THE FOLLOWING INSPECI,ONS I FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2 ROUGH - FRAMING & PLUMBING 3 INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS STATE OF NEV- KJ� R , COUNTY,\DF . hef`C�• S.S • • . V,J Doe�P/Q U / being duly sworn, deposes and says that he is the applicant (Name of individual signing contract), above named. He is the . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Contractor, agent, corporate officer, etc.) t`'s3fd 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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ov�or : .. . `30 .&in6�� . ., 19X*alVota Notary Public, . . . . : 9. � ounty z. ELEANOR A.`SORRENTINO Noiary-Piublic, State of New York / No. 4624646 . . . , , , , , , . . . Qugfiel !n '•_.estc es.er CountyQ� Commiss,6n Expires Jan. 31, 19.x! (Signature of applicant) Y' lL 1 — =?., . t � Al ''BOARD'O,FISOO UT:H.O.LDftTtOWNiTRUST"$,, ,, 1 ; ,. . .:_G:ii 1� zs r4y.:.�+,i anf ,1SOUTdHOL%D;NEWcYO:RKsb'ia� .�'i.r•.t �-. , '�;: , .� '. J s}+.`• , 'rJl.!'fEfi !3'l..il1 (!,� it tti:;.t!" 71ti;.' ;;AL3 :4r (Yds; I;i:? i:+ :P:!' 'i ) yJi ' " , i j ,Kcr ' DATMARC H2t2017iPERVIT NO. 8979 E: Ku. r ISSUEp,TOr':t.VICT.OR,_F,ERRULLII. > ; .... ,•i'tCtl'it �•� tG lr,i;-xl h fii: �;t f •! 'fi! 'Si"1 . tail :�:i.Jti:r, ,!.;.r,"f!:4 'J.:;+it1Gf't111:)'ti�.D111rJ1{8 flttl .�)3Yt.'JVf?! .I'r)'� '?f11;,131•i'?il't<,� i+! E-�n :7; PROPERTY ADDRESS: 1540 SMIrT.H';DRIVE,.SOUTH„S"OUTH.OLD �) t: t SCTM##4000=76 WIVYi113 U-{ of ,&5vlovai 133[OTQ'tU AUTHORIZAx1�IONdica"ligrl() f Pursuant-`o (the provisionsfiot na `ter'r 275`o'f tthe('Townh Code�'o'f lttie t T own4`ofl Souihold andtin l accordance withfit$etR�esolution�orfrthetBbc(oPTlitstee"sad`op[tda"G'tie�m°e"etfing�hel'dion Nlarcti}2,2-�r2017,and in consideration of application fee intitfe-)u&ltof' %2=507�id'tbPVVicto'ry'?Fe`iruflil'andtsulije-t-'toithe'tTerms and ' Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the nfollowiiig:•: yfi? i ' =1 + s:'! .;rss +ac,;1sg.iviol fl1rf! 9�Li`l7�lT•�.ftlC 91(iBtt02£51ti3!on -1 llfw .)r)(1! ul,'!I' Z " lxxs t,'trili�!tt Wetland Permit for the existing 52.31x46' (1,721sq.ft.)irregularly shaped dwelling; existing L 394WO, d'ecic°attach`�d'rtodbch .side,-ofrdwelling;fexistiuga8),XjU'l,stied; and�to s reduce the size of the existing garage from 14'x191ttor l!18>x1,4:51;nwifhithe.,condition�t0 establish and perpetually maintain a 15' wide non-turf buffer landward of the bulkhead with no 9 f1'vegefation� o�becut� itliin saiatn�hturfiti.ufferarea;sand:asldepicted^oncthexsurveycpreparedtby r�PJM1La�ndTrSurveying? I�LCila tlflatedlilVIareh'L:8,011/1land stampe'd iapproved so'n';March 31, _ 201'7!'Oen f5d lli'O g9tiinTrJ"I 1X1;2 5dl _ilt;itugivi;ti mn) 07 aoiF,lttt.° rlo S,I nilC�.t�'ftt*sr ,zu$. Lisch ' Jlr. ;{9 :s)txllrv� fx).ktJ1 ft:72aci J�;Cr^•q d10'u t:dj 1-,.lfd-to 1100,' 1 GJ -o3j')ri :ttl�; m et r' r A r.` ., N INWITNE'SSIWIREREOF?TheisafaBB afd>ofTAisted§!:h`ereby*ksesjits,Oorporate;S.eal_to<be,axed, K carid tliesetpresentstto"tbe subwte itied:bylanmajontyio£the!said+Bbgdtas)oftliissiiafesrii e41aw bA,;c,:mr; ,r,,t�t;`.i,' ttr�') �'tsuiit tttfiriw tr313i�o'rtt scf Ilt3fh� 5��!":1H',w'a��.�i' .l:t':r,�,et r��EtS1;f.� �7h"'� t,:'s:xb:'rift ITV 4A ill�W J-, {j�Q�v Gy"t �b,� t('- �'�3lifrtfr'1 `f)#.t (} Nall.'nR ir:tFr.rt is ry<t' n a. i"�'`� �. •,CN4'�'Y U'4pY.r Hitt Y.ty(�Ji A� tii+�f 'll �.olitfA, NjLtq Aas IKr'upski+ p, Absent 7iarvi Rid], P-148h rfi'ar q i7 dEi :9'nit7�ln� �fi'.r.sr Ul Tf.r'rI ov, (?i L'fllii t'r.i`ri1� :9 S(ZP14il t,i13 tltlw.tt9�1�t!•fi 'i'?i?i+st,Q� 9C� lt+ 'u" sw%�Gyr ,I !f'lk;;:> '!rii . li, :1 !'.?(; via. t 1! 'tffl`sii� i4i? 9llt:,41'lidf b;a i '"! ;t,rlt ^4N1 r`S!�SV 1"111(;1.Jai"f.r tS^t•1• (1 !! ;`tli; ,,,+•, `.f1+ D� 1'19t;,� � it;r; (7i31'tH+� S til _�J%�.-te'� "it> bl:��f ���rj�'rs,sc{ 1>ac�oers;�;t+ �G.i't fti �crir�.i� ,,: 1 Michael J.Domino,President 0�SO(/j . Town Hall Annex John M.Bredemeyer III,Vice-President h0 `O 54875 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith �Q Telephone(681 765-1892 A.Nicholas Krupski Ory F ) R DV[E DEC 1 9 2017 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1433C Date:December 12, 2017 THIS CERTIFIES that the existing 52.3'x46' (1.72 1 sg.ft.).irregularly shaped dwelling,• existing 39 10'x21' irregularly shaped deck attached to the side of dwelling: existing 8'x10' shed, and to reduce the size of the existing garage from 14'x19' to 11.8'x14.5': with the condition to establish and perpetually maintain a.1 5' wide non-turf buffer landward of the bulkhead with no vegetation to be cut within said non-turf buffer area; At 1540 Smith Drive South, Southold Suffolk County Tax Map#1000-76-3-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 22,2017 pursuant to which Trustees Wetland Permit.#8979 Dated March 22, 2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing 52.3'x46' (1,721sq.ft.)irregularly shaped dwelling,existing 39 10'x21' irrew4arly§hgWd deck attached to the side of dwelling; existing 8'x10' shed; and to reduce the size of the existing garage from 14'x19' to 11.8'x14.5'; with the condition to establish and perpetually maintain a 15' wide non-turf buffer landward of the bulkhead with no vegetation to be cut within said non-turf buffer area. The certificate is issued to VICTOR FERRULLI owner of the aforesaid property. J Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: February 3, 2016 TO: Victor Ferrulli 1540 Smith Drive South Southold, NY 11971 Please take notice that your application dated January 19, 2016 For permit to legalize and make changes to"as built"additions and alterations to an existing single family dwelling and an accessory shed at Location of property: 1540 Smith Drive South, Southold,NY County Tax Map No. 1000 - Section 76 Block 3 Lot 5 Is returned herewith and disapproved on the following grounds: The as built/proposed construction is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less between 20,000 and 39,999 square feet in total size, a minimum side yard setback of 15 feet and a total side yard of 35 feet is required. Following changes to the as built construction, the dwelling will have a singleyard setback of+/- 1 foot and a total side yard setback of+/- 15.5 feet. Furthermore, the as built accessory shed is not permitted pursuant to Article IV Section 280-15, which states, "In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear ay rd.,, The"as built"shed is located in the side yard. orize ignatu Cc: File, ZBA r BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson O��QF $DUryOI 53095 Main Road -P.O.Box 1179 p Southold,NY 11971-0959 Eric Dantes Office Location: t "Gerard P Goehringer Q Town Annex/First Floor,Capital One Bank George Homing '�c• • �O 54375 Main Road(at Youngs Avenue) Kenneth-Schneider �COUM`I,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD nD LSVTel.(631) 765-1809•Fax (631)765-9064 D FINDINGS,DELIBERATIONS AND DETERMINATION ' � Z a MEETING OF JUNE 16,2016 BUILDING DEPT. ZBA FILE : 6952 TOWN OF SOUTHOLD NAME OF APPLICANT: Victor Ferrulli PROPERTY LOCATION: 1540 Smith Drive South, Southold,NY SCTM 1000-76-3-5 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 18, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated May 26, 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP because "The as-built structures were constructed without the benefit of(ZBA)Board of Review." Furthermore, "The setbacks (including encroachment onto the adjacent parcel) to the southern property line for the as-built structures do not support the character of the community and built environment of the neighborhood." However, with the alternative relief granted and the conditions imposed herein, the Board finds that the proposed action is now CONSISTENT`with LWRP policy standards and therefore is CONSISTENT with the LWRP PROPERTY FACTS/DESCRIPTION: The applicant's pr6perty is a .476 acre waterfront parcel in the R-40 Zoning District. The parcel has 40.00 feet along Smith Drive South, 268.98 feet along the northerly property line which is adjacent to a residential parcel, 127.50 feet along Goose Neck Creek to the westerly property line, and 226.63 feet along a residential parcel bordering the southerly property line. The property is improved with a single family dwelling including a wood deck, an "as built" non-conforming, enclosed carport that encroaches upon neighboring property, and an "as built" non-conforming shed located in a side yard, as shown, with building setbacks, and a sketch of proposed building alterations, on the survey drawn by PJM Land Surveying, PLLC, dated March 25, 2015, and on the site plan T-1, drawn by Fishers Engineering Services, P C. dated October 19, 2015. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and Article III Section 280-15 and the Building Inspector's February 3, 2016 Notice of Disapproval based on an application for building permit to legalize and make changes to `as built' additions and alterations to existing single family dwelling and 1 r� / Page 2,June 16,2016 #6952,Ferrulli SCTM# 1000-76-3-5 accessory shed, at; 1) less than the code required single side yard setback of 15 feet, 2) less than the code required total side yard setbacks of 35 feet, 3) `as built' accessory shed located in other than the code required rear yard. RELIEF REQUESTED: The applicant requests variances in order to make alterations and additions to "as built" construction with a single side yard setback of+/- 1 (one) foot, where 15 feet is required, a combined side yard setback of+/-15.5 feet, where 35 is required, and an "as built" shed located in a side yard, where a rear yard area is required by Code. ADDITIONAL INFORMATION: A letter was received from applicant's neighbor, Greg Tyler, dated May 25, 2016, indicating his support of applicant's petition to legalize the "as built" structures. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2, 2016, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. A minimum side yard setback of 3.7 feet will be established along the adjoining westerly lot line, removing the structural encroachment. The detached shed in the non-conforming side yard is aligned back to back with the neighboring shed of the same size and a front yard location, as a possible alternative, is not characteristic of the neighborhood 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances because the existing dwelling has a non-conforming side yard setback of 3.7 feet, and the existing shed is located in a non-conforming side yard. 3. Town Law &267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 75% relief from the code for the single side yard setback of 3.7 feet, 52% for the combined side yard setback, and 100% relief for the side yard location of the shed. However, the structural encroachment along the westerly lot line will be removed, and the shed is located a far distance from the seaward side of this waterfront property. I 4. Town Law X267-b(3)(b)(4)No evidence has been submitted to suggest that the variances granted by alternative relief in this residential community will have an adverse impact on the physical or environmental conditions'in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of "as built" and proposed construction, and an "as built" shed currently located within a side yard area, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning , seconded by Member Dantes, and duly carried, to i Page 3,June 16,2016 #6952,Ferrulli SCTM# 1000-76-3-5 GRANT the shed location as applied for, and GRANT ALTERNATIVE RELIEF as follows: A minimum southerly side yard setback of 3.7 feet and combined side yard setback of 18.2 feet is granted for the single family dwelling. SUBJECT TO THE FOLLOWING CONDITIONS: 1. A minimum side yard dwelling setback of 3.7 feet will be established along the southerly lot line. 2. The encroachment of the "as built" structure onto neighboring property along the southerly lot line wi11 be removed. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Before applyingfor a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final survey, conforming to the alternative reliefgranted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopted (5-0). Leslie Ka es Weisman, Chairperson Approved for filing � /7 /2016 BOARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,Chairperson ��rjf Sig 53095 Main Road • PO. Box 1179 �O l4 Southold,NY 11971-0959 Enc Dantes Office Location* Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank 54375 Main Road at Youngs Avenue George Horning ( g Kenneth Schneider COU My,N Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631) 765-9064 FD) IEC[Egvla November 4, 2016 D Richard Trpicovsky MAR 1 3 2017 173 North Main Street Sayville,NY 11782 BUILDING DEM TOWN OF SOMOLD RE: Request for De Minimus determination #6952, Ferrulli, 1540 Smith Drive South, Southold Dear Mr. Trpicovsky; I have reviewed your letter dated September 7, 2016 and your submission of the revised survey received on November 1, 2016 (no revision date shown) requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. You are requesting that that the Board change the side yard setback of 3.7 feet from the southerly lot line granted in ZBA#6952 to 2.9 feet which is consistent with the side yard setback that the residence main ms. - The Board members and I discussed your request at our November 3, 2016 Regular Meeting work session. Based upon the information provided, Uwe have determined that your request is de minimus in nature because the submittedsurvey depicts the intent of the Board's determination which requires that the setback be consistent with the principal structure and further conclude that no additional nonconformity will be created. This de minimus determination is conditioned upon the submission of a final survey that eliminates the area of the garage to be removed and ro erl dis la s a revision date. I will instruct the office to send a copy of this letter, a stamped revised copy of final survey and your de minimus request to the Building Department, so that you can apply for a building permit. If you have any questions, please call the office. Islins Weisman Chairperson cc: Michael Verity, Chief Building Inspector 1 Scott A. Russell �°Su p TOR IAWAX]EIK Z SUPERVISOR 5 z I\\u1[A\NA\G]EIS IENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 'Jfj�O Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) -- - -_---�--- --.-_—DOES---TI=IIS--PR07ECT—•INV L -- — LXWIPVG: ----.-- -------------- - Yes No (CHECK ALL THAT APPLY) ❑&A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[7,B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑UC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑O�D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El[A Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department-with-your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date: r jDiisvict C� NAME. I G4C Sl v✓S� ��. c J ✓ _7 . Section Block Lot "�"°"' :`•�:` l�'UR$UILC?ItiG llENAf?"1'�?E�`i- ISL. UAL� , `; Contact Infor Reviewed B - - — — — — — — — — — — — — /�7��� Property Address / Location of Construction Work. — — — — — — — gate:— — — — — — — — — Approved for processing Building Permit Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM " SMCP -TOS MAY 2014 i Of St?l/l�ol � o ' Town Hall Annex Tel n ( (�/]� 54375 Main Road V N � 1 P.O.Box 1179 G� r0 er.richert ow .S f S D Southold,NY 11971-0959 �O i �y�DUlti`1,� MAY - 9 2017 BUMDING DEPARTMENT BUILDING DEPT. TOWN OF SOUTHOLD TOWN OF SOUTHOLD j. APPLICATION FOR ELECTRICAL INSPECTION i. REQUESTED BY: t � � �e�1(ZLl Date: Company Name: Name: Ii License No.: Address: so Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: ( �- sj�ri, '�� So . U of *Cross Street: *Phone No.: - _ (,31 6 , Permit No.: _ �1 �5 j Tax Map District: 1000 Section: (In 3 Lot: S *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do oU need a Tem Certificate: y p YES l 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 ' Additional Information: PAYMENT DUE WITH APPLICATION a 0— .82-Request for inspection Form Cj O 1 3�u Y i u 1 -1y y • 1 F � o��gOFFO��-coG o� y� C* = Town Hall, 53095 Main Road 5 A Fax (516)765-1823 P. 0. Box 1179 �jL �� Telephone (516)765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD February 6, 1996 Mr. & Mrs . Victor Ferrulli 1540 Smith Drive South Southold, NY 11971 Re: Building Permit #21139-Z Premises : 1540 Smith Drive South, Southold Suff . Co. Tax Map #1000-76-3-5 During a review of our files it was noted that the above building permit has expired, and a Certificate of Occupancy has never been issued. According to the Code of the Town of Southold, Article XXVIII 100-284, it is unlawful to occupy or use a structure until a Certificate of Occupancy has been issued. Please contact this office as soon as possible so that we may clear up this matter. Thank you for your cooperation in this matter. Very truly yours, SOUTHOLD TOWN BUILDING DEPT. 1. COMPLAINT REPORT NAME 4.55-e S 5© r'S DATE ADDRESS -PHONE# HOW RECEIVED, TEL MAIL IN PERSON / LOCATION OF l n COMPLAINT 1 S g 0 S NATURE OF r COMPLAINT rA6- ASSIGNED TO INSP. DATE i REMARKS „ro - ACTION TAKEN FILE # (IF APPLICABLE) RE-INSP DATE Gyp Town Hall,53095 Main RoadFax 516�y ( ) 765-1823 P.O. Box 1179Oy Telephone(516)765-1802 Southold,New York 11971 �Ol BUILDING DEPARTMENT TOWN OF SOUTHOLD April 22, 1999 Victor & Gail Ferrulli 1540 Smith Drive South Southold NY 11971 Re: Premises : 1540 Smith Drive So. Suff. Co. Tax Map # 76-3-5 Dear Mr. & Mrs . Ferrulli : It has been brought to the attention of the Building Department that renovations have been done without first obtaining a Building Permit. According to the Code of the Town of Southold a Building Permit is required before any such renovation can be undertaken. Please contact this office as soon as possible so this matter can be resolved. Thank you for your anticipated cooperation. Respectfully, SOUTHOLD TOWN BUILDING DEPT. Gary J Fish Building Inspector (Cert. Mail) o,�'OF SO(/j�,ol Town Hall',53095 Main Road Fax(631)765-9502 P.O. Box 1179 G Telephone(631)765-1802 Southold,New York 11971-0959 C4UNT`I,� BUILDING DEPARTMENT TOWN OF'SOUTHOLD August 12, 2005 96.. Gs %rs. Victor]. Eerrulli 1540 Smith Drive South Southold, x.T 11971 W§: (remises @1540 Smith Dnve So.,Southo(f, 5V..2'. Suff. Co. Tax%ap #1000-76-3-5 (Dear%r. e.T,W rs. Terrulli.• As you are aware, the Building Department has receiveda complaint that an addition is being built on your attachedgarage without first obtaining a Building(Permit. According to the Code of the Town ofSouthold, a Building(Permit is required before any construction can be undertaken. Also be advised that Building Termit #21139-Z issued December 11, 1992 has expired and a Certificate of Occupancy was never issued. W§newal of the permit is required, and as per inspection that was done on 9Kay 13, 1999, andconversation that we•hadonAugust 11, 2005,plans must be submitted stamped 6y a 1tofessional Engineer orArchitect, showing all changes that have been done. Blease contact this office as soon as possi6le so that this.matter can be resolved. I thankyou for your anticipated cooperation. Respectfully, S010WOLD TO'WD'VBVILDIXG DETT. George Gillen, Building Inspector GG:gar (Cert. %aio *rjf SO Town Hall,53095 Main Road Fax(631)765-9502 P 0. Box 1179 Telephone(631)765-1802 Southold,New York 11971-0959 Cou BUILDING DEPARTMENT TOWN OP SOUTHOLD January 22nd, 2007 Victor Ferrulli 1540 Smith Drive Southold,N.Y. 11971 RE: 1540 Smith Dr. (breezeway) SCTM# 7635 Dear Mr. Ferrulli, Please be advised that your Building Penn' it#21139 issued December I lth, 1992 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of$50.00 that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. pF SO!/ry0 �o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • �Q Southold,NY 11971-0959 Q 0UNT1,N BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE August 23rd, 2010 Victor & Gail Ferrulli 1540 Smith Drive Southold, N.Y. 11971 RE: 1540 Smith Dr. (BREEZEWAY) SCTM #1000-76.-3-5 Dear Mr. & Mrs. Ferrulli, Please be advised that your Building Permit # 21139 issued December 11th, 1992 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before use of the structure. To renew your Building Permit, please submit a fee of $50.00. At that time, we can schedule an inspection by one of our Building Inspectors. Enclosed for your convenience is a copy of the referenced Building Permit. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT Date 1 b File# " TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM/ Location of Complaint: SCTM # '76 — 3 - 5 Property Owner: '�e-1� -�l,t Phone Address:_ NATURE OF COMPLAINT: ACTION TAKEN: Optional: �! Complainant: �bW I �� By Phone Mail In Person Address Phone: Report Taken By: �Ay Date I b 1 2- Date Referred to Code Enforcement: ----------------------------------------------------------------------------------------------------------- CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: Southold Town Building Department �➢ Co P.O. Box 1179 Permit#: 35798 54375 Main Road �. • Permit Date: 8/24/2010 Southold, New York 11971 (631) 765-1802 Expiration Date: 2/24/2012 Parcel ID: 76.-3-5 BUILDING PERMIT RENEWAL LETTER Dated: 11/26/2012 Applicant: VICTOR 8c GAIL FERRULLI Location: 1540 SMITH DRIVE S SOUTHOLD Work Description: RESIDENTIAL ADDITION CONSTRUCT AN UNHEATED ENCLOSED BREEZEWAY BETWEEN EXISTING DWELLING& GARAGE AS APPLIED FOR. REPLACES EXPIRED BP # 21139 �V C �o A FEE OF $125.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: VICTOR& GAIL FERRULLI Address: 1540 SMITH DRIVE SOUTH SOUTHOLD, NY 11971 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department P.O. Box 1179 54375 Main Road Permit#: 35798 . ' Southold,New York 11971 Permit Date: . 8/24/2010 (631) 765-1802 Parcel ID: 76.-3-5 Expiration Date: 2/24/2012 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 6/17/2013 Applicant: VICTOR& GAIL FERRULLI Location: 1540 SMITH DRIVE S SOUTHOLD Work Description: RESIDENTIAL ADDITION CONSTRUCT AN UNHEATED ENCLOSED BREEZEWAY BETWEEN EXISTING DWELLING & GARAGE AS APPLIED FOR. REPLACES EXPIRED BP #21139 A FEE OF $125.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: VICTOR& GAIL FERRULLI Address: 1540 SMITH DRIVE SOUTH SOUTHOLD,NY 11971 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. 1S'7-3 888 (!' ?p1a 1�6 000y i THANK YOU, SOUTHOLD TOWN BUILDING DEPT. J Southold Town Building Department P.O.Box 1179 o ; Permit#: 38416 53095 Main Rd _ J Southold,New York 11971 Permit Date: 10/17/2013 doll (631) 765-1802 Expiration Date: 4/17/2015 Parcel ID: 76.-3-5 BUILDING PERMIT RENEWAL LETTER Dated: 12/14/2016 Applicant: VICTOR& GAIL FERRULLI Location: 1540 SMITH DRIVE S., SOUTHOLD Work Description: RESIDENTIAL ADDITION in disapproval drawer CONSTRUCT AN UNHEATED ENCLOSED BREEZEWAY BETWEEN EXISTING DWELLING& GARAGE AS APPLIED FOR: REPLACES EXPIRED BP # 35798 A FEE OF $75.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: VICTOR& GAIL FERRULLI Address: 1540 SMITH DRIVE SOUTH SOUTHOLD,NY 11971-4477 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. OF SOUj�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 • Q Southold,NY 11971-0959 O September 11, 2017 cou ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Victor & Gail Ferrulli 1540 Smith Dr S Southold NY 11971 TO HOM IT MAY CONCERN: Th Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: OTE: Updated survey required Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#769-1892) 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 — 41563 —Add/Alt McCARRIV MANAGENIEIV'I', INC. o ® _ `• • 46520 COUNTY ROAD 48 'SOUTHOLD, NY 11971 _ DATE - `*JOB NO i (631)':765-5815 FAX 31) 765,-5816 ATTENTION' s !To y 00 EerJill- Z:: a "LS �-h l ,� .. good r]'(0 -3— K WE,ARE SENDING YOU :❑ Attached ❑ Under separate cover via the following items. ❑ Shop,d�awings El Prints ❑ Plans; '❑-Sample`s ❑ Specifications t❑'FCopy of,letter ❑ Change order ❑ �' r � COPIES 0 DESCRIPTION a THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE El PRINTS RETURNED AFTER LOAN TO US REMARKS r_� 5CE OWE F, iIV UU DEC 1 9 2017 BUILDN,G DEPT. TOWN OF SOUTHOLD COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. A - - ' V -MANAGENEW WC. McCARTHY %520 COUNW ROAD 48 DATJ JOB NO 1)'165-5815 FAX (631) 7654816 ATTENtIoN 60 000 WE�__ARE SENDI�4G YOU 0 Attached 0 Under separale cover via - the following items: .S0Ujjj0Lj)0 Change order COPIES DATE NO. -RIPTION PESr ' THESE ARE TRANSMITTED aochecked below: ^ O For approval O Approved assubmitted O Resubmit —-------oopiesforapp,ova| O For your use O Approved usnoted O Submit —------_copiesfurdisthbudon O As requested O Returned for corrections O Return ___--_corrected prints O For review and comment O ' OFORBIDS DUE [], PRINTS RETURNED AFTER LOAN T0US REMARKS - ' COPYTO ' SIGNED- If enclosures are not |GNED-noncloouremamnot aonoted,kindly notify uoat once. _l ��S �S �nar gn2 rolQ n� 6he uPantaG uJn�t it w 16'4- use wvcn cmpUO a wait i1- will be CArnpuKd b�. �vo�Vk Will b� \\ 17 1q \ ..n0.. \ e� t` Node :Lo f runihers f /1i14�•o f Gods e Ne�/c �. as MaP No. /663 vl VI t: S• 6 8� 44 ZO'C 268.9$ i e 14IVA MAP OF F�ROP,ERTY 3L G SURVE=Y�p Ft7R S �. AIA NO L . PERLMAN !!n.,�'enr++^�seer•+.•• et'dittoL EW/S R. t a� R!r I�o vFn!. i n of cp�e.on?^^^of the f)s • osis Stats eq T Gaorarteed fo Hoc Tit/e copies of this mptev bearing the land s7rvgyoe%Inked ioc OF NEW COm�0�7�/ onesSoatho%JSovinf Bonk j iemrasaed sasl shalt not sVlered TOWN o c- SOU THOL� ''�` K VA Y0 to bo a valid true t opr. k, Q,.G N 9� os s4lr'veyt°U� Au�u.St��, �s6 j i Guarantees Indented beth s 3I1�� SUFF04r.K /� - y� I only to t41 Dereon for whar-th surve:� C.�t7. /V. !• # 0 �G� Otte,/O W V.7n Tu y/ SoM ' is prevare&and an his beha to ;;a � • , tr eentf. m : f e' . in„itut)on IictoJ her ;a ;;.,acn cf tha I nCln;it /�/ ti S 25 P L icenseu/ Gond !/�'VByO/'S ,u:'._n•"..�ar:,s,-:re re nt trzns * able 1� Sc ahc(i 30'- institutions or sub usnt SFO LAND !r CERTIFICATIONS HEREON SIGNIFY THAT THIS PIAT OF PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A RECENT SURVEY MADE UNDER MY DIRECTION IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON WHOM THE SURVEY WAS PREPARED AND ON THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING W ITTUTION LISTED HEREON.THIS CERTIFICATION IS ONLY FOR THE LANDS DESCRIBED HEREON, ITS NOT A CERTIFICATION OF TITLE, ZONING, OR FREEDOM FROM ENCUMBRANCES. 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PJM LAND SURVEYING, PLLC UNAUTHORIZED ALTERATION OR 132 CLYDE STREET/SUITE 16 ADDITION TO THIS SURVEY IS A WEST JAY VILLE, IVY 117}6 VIOLATION OF SECTION 7209 OF PHONE 631-563-0400 NEW YORK STATE EDUCATION LAW. FAX 631-563-5808 PJMSURVEYING�AOL.COM LOT. P/O 41 &42 REVISIONS MAP OF: GOOSE NECK FILED:NOVEMBER 22 1948 NO: 1663 COUNTY: SUFFOLK SITUATE: BAYVIEW TOWN OF SOUTHOLD COPIES OF THIS SURVEY MAP NOT CERTIFIED TO: TITLE NO.:------ BEARING THE LAND SURVEYOR'St' EMBOSSED SEAL AND SIGNATURE SHALL NOT BE CONSIDERED A TRUE AND VAUD COPY PROTECT NO.:2015-58 DATE:03125115 DRAWN:PM CHECKED BY:PM SCALE 1'=40' DISTRICT 1000 SECTION 76 BLOCK: 03 LOT(S): 05 CERTIFICATIONS HEREON SIGNIFY THAT THIS PLAT OF PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A RECENT SURVEY MADE UNDER MY DIRECTION IM ACCORDANCE WITH THE E%STINO CODE OF PRACTICE LAND WAYORS BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON WHOM THE SURVEY WAS PREPARED AND ON THEIR BEHALF M THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTTrU11ON LISTED HEREON.THIS CERTIFICATION S ONLY FOR THE LANDS on==HEREGN. ITS NOT A CERTIFIwim OF TITLE. ZONINO.OR FREEDOM FROM ENCUMBRANCES. CERTIFICATIONS ARE NOT NOT TRANSFERABLE TO ADDITIONAL OR SUBSEQUENT OWNERS. RECMED MAR 6 2017 ZONING BOARD OF APPEALS S R �ot' A L N - FE FE o L.Fiw 002E PROP.GAR. TO BE — MODIFIED AS TO MATCH FE 0.5 v' EX. RESIDENCE SETBACK z I all o PROP.GAR. OF 2.9'N 0 MODIFICATION' N p tV i` . EX.BLDG. 142, c PROP.GAR. R 9W 1.9'5 �� O C MODIFICATION N, 13LDG. ill 8's, 1.9'5 4:iI o BLDG. a .06 2.9'N s. a BLDG. P/O LOT 2.9W 42 1S 44SS o , �e P/O LOT sI1ED�, 6 q 41 W FRAME O-L•N H' SHEDS C) 1S RY a FRAME DWELLING DETALIM N N O� 01 P/O LOT P/O LOT W 42 41 tj 1 � � 3,� B c> PIZ BION WATEI, LIIyE 20, h � FLOATINO DOCK S 47000.00T, W B — 127.S0F NF-LK . Bldg Dept copy from ZBA Final review% ooc ents ZBA Fil # G� Date: W/ / 90 :z] THE OFFSETS OR DIMENSIONS SHOWN FROM THE IMPROVEMENTS TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE,AND THEREFORE ARE NOT INTENDED TO BE USED AS A GUIDE IN THE ERECTION OF FENCES. WAL S,POOLS, PATIOS, BUILDINGS,ADD110NS TO BUILDINGS OR ANY OTHER IMPROVEMENTS. SUBSURFACE AND ENNORNMENTAL CONDITIONS NOT SHOWN. PROPERTY CORNER MARKERS WERE NOT SET AS A PART OF THIS SURVEY. EASEMENTS AND OR RIGHTS-OF-WAY OF RECORD, IF ANY. NOT SHOWN. PJM LAND SURVEYING, PLLC ADDDDIITIONRIZTO�STSUARVEY ISRA 132 CLYDE STREET/SUITE 16 VIOLATION OF SECTION 7209 OF WEST SAYVMLE,NY 11796 NEW YORK STATE EDUCATION LAW. TEL.-631-563-0400 FAX-631-563-5808 PJMSURVEYINQQ AOL.COM LOT:P/O 41 &42 REVISIONS MAP OF:GOOSE NECK FILED:NOVEMBER 22 1948 NO: 1663 COUNTY:SUFFOLK SITUATE:BAYVIEW TOWN OF SOUTHOLD OAR MODIFICATION 10/24/16 COPIES OF THIS SURVEY MAP NOT TITLE NO.:------ DOCK DIMS. 01,23/17 BEARING THE LAND SURVEYOR'S CERTIFIED TO: DOCK DIMS. 02/02/17 EMBOSSED SEAL AND SIGNATURE ADD DETAIL 03/06117 SHALL NOT BE CONSIDERED A TRUE AND VALID COPY PROJECT NO.:2015-58 77E:03/25/15 DRAWN:PM CHECKED BY:PM SCALE: 1"=40' DISTRICT: 1000 SECTION: 76 BLOCK:03 LOT (S):05 CERTIFICCATIONS HEREON SIGNIFY THAT THIS PLAT OF PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A RECENT SURVEY MADE UNDER MY DIRECTION IN ACCORDANCE WITH THE E7GSTING CODE OF PRACTICE FOR LAND SURVEYORS BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON WHOM THE SURVEY WAS PREPARED AND ON THEIR BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. THIS CERTIFICATION IS ONLY FOR THE LANDS DESCRIBED HEREON. ITS NOT A CERTIFICATION OF TITLE. ZONING. OR FREEDOM FROM ENCUMBRANCES. CERTIFICATIONS ARE NOT NOT TRANSFERABLE TO ADDITIONAL OR SUBSEQUENT OWNERS. (r I �. Ji r p 00 J® g�-4 .00� �V6 ' LN FE Fe ozBcs FB cn I h0V 0 1 1016 1 't U, C PROP.GAP- P. c MODIFICATIONO 2.9N BLDG. 1.91S a P/O LOT 41 BLDG. P/O LOT aN 2.9N a 42 Zig. ti sI� � r 1.45 Ty SEW 6 C� FRAME O1-M SHEDS ,,Q j3NP a 1 S OR AMEEE ` I DWELLING " N ON W P/O LOT P/O LOT 42 41 N :o d� �arPRox _ a$ BIdMe De FIAATINO Finre, DOB z. I'�+D DaS 47000100" W B — "DQMuud►ti8 A+�'12+�De� n 3�Ito 127.50, <-'�LAt-0y 11 NF�K c SEK THE OFFSETS OR DIMENSIONS SHOWN FROM THE IMPROVEMENTS TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE.AND THEREFORE ARE NOT INTENDED TO BE USED AS A GUIDE IN THE ERECTION OF FENCES, WALLS. POOLS, PATIOS, BUILDINGS,ADOTIONS TO BUILDINGS OR ANY OTHER IMPROVEMENTS. SUBSURFACE AND ENVIORNMElTAL CONDITIONS NOT SHOWN. PROPERTY CORNER MARKERS WERE NOT SET AS A PART OF THIS SURVEY. EASEMENTS AND OR RIGHTS-OF-WAY OF RECORD. IF ANY. NOT SHOWN. PJM LAND SURVEYING, PLLC UNAUTHORIZED ALTERATION OR 132 CLYDE STREET/SUITE 16 ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF WEST SAYVILLE,NY 11796 NEW YORK STATE EDUCATION LAW. PHONE 631-563.MM FAX 631-563-5808 PJMSURVEYIN AOL.COM T:P/O 41 &42 REVISIONS MAP OF:GOOSE NECK OAR MODIFICATION 10)W1 FILED:NOVEMBER 22 1948 NO: 1663 COUNTY:SUFFOLK SITUATE:BAYVIEW TOWN OF SOUTHOLD COPIES OF THIS SURVEY MAP NOT CERTIFIED TO: TTTLE NO.: BEARING THE LAND SURVEYOR'S EMBOSSED SEAL AND SIGNATURE SHALL NOT BE CONSIDERED A TRUE AND VAUD COPY PROJECT NO.:2015-58 D •03 5 DRAWN:PM CHECKED BY:PM SCALE: 1'=40' DISTRICT: 1000 SECTION:76 BLOCK 03 LOWS):05 T CERTIFICATIONS HEREON SIGNIFY THAT THIS PLAT OF PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A RECENT SURVEY MADE UNDER MY DIRECTION IN ACCORDANCE WITH THE EXISTING CODE OF PRACRCE LAND SUMOR4 BY THE NEW YORK STATE ASSOCIATION OF PROFIESS00L LAND SURVEYORS SAID CERTIFICATIONS WALL RUN ONLY TO THE PERSON WHOM THE SURVEY WAS PREPARED AND ON THEIR BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED NffRE011.THIS CERTIFICATION IS ONLY FOR THE LANDS DESCRIBED HEREON, ITS NOT A MERIVICATM OF TITLE, ZONING,OR FREEDOM FROM ENCUMBRANCES. CERTIFICATIONS ARE NOT NOT TRANSFERABLE TD ADDITION&OR SUBSEQUENT OWNERS. t, D Zcl�U'v D -- DEC 1 9 2017 BUILDING DEPT. / TOWN OF SOUTHOLD S g,Ap p0' L N FE FE 0.1-F/w O.LNIS 021E `S FB 0.5 Z I coo �j 10 N Ckk a BLDG. P/O LOT 2.9rN a 42 Sly �, 6 C P/O LOT 41 FAME O.Lms SHEDS • "� X.61 t� 1 STORY FRAME DWELLING N 01 P/O LOT P/O LOT p� 42 41 WLA RO ERIV4 F15lNpN �A TSS. NMEIV7'W/ SRP �D �J.9CEIV7' d? APPR X Bldg TTI � FLOATING o_ DOCK S 47000100'' W BEAD c8 127.501 x c3um$K THE OFFSETS OR DWEM910NS SHOWN FROM THE IMPROVEMENTS TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE.AND THEREFORE ARE NOT INTENDED M BE USED AS A GUIDE IN THE ERECTION OF F'ERCE% WALLS, POOLS, PATIOS, BMI INGS,ADOTIONS M BUILDINGS OR ANY OTHER 0I4ROVE ENM SUBSURFACE AND EPo►ORNME UAL CONDITIONS NOT SHOWN. PROPERTY CORNER MARKERS WERE NOT SET AS A PART OF THIS SURVEY. EASEMENTS AND OR RIGHTS-OF-WAY OF RECORD, IF ANY. NOT SHOWN. PJM LAND SURVEYING PLLC UNDITION Izm IS SUR EN OR � ADDITION TO THIS SURVEY IS A 132 CLYDE STREET/SUITE 16 VIOLATION OF SECTION 7209 OF WEST SAYVILLE,NY 11796 NEW YORK STATE EDUCATION LAW. TEL:631-563-0400 FAX-631-563-5808 PJMSURVEYINGQ AOL.COM LOT:P/O 41 &42 REVISIONS MAP OF:GOOSE NECK GAR MODIFICATION 10/24/16 DOCK DIMS. 01/23/17 FILED:NOVEMBER 22 1948 NO: 1663 COUNTY:SUFFOLK DOCK DIMS. 02/02/17 D DETAIL 03/06/17 SITUATE:BAYVIEW TOWN OF SOUTHOLD ADDEUFFER 03/28/17 COPI S OF THIS SURVEY MAP NOT Fro GAR.GAREMOVED 09121/17 BEARING THE LANA'SURVEYOR'S CERTIFIED TO: TTSLE NO.:----- EMBOSSED SEAL AND SIGNATURE SHALL NOT BE CONSID TRUE AND VAL1 P OJECT NO.:2015-58 DRAWN:PM CHECKED BY:PM SCALE: 1"=40' DISTRICT: 1000 SECTION:76 BL K:03 LOT(S):051IX `_- �y � CERTIFICATIONS HEREON SIGNIFY THAT THIS PLAT OF PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A RECENT SURVEY MADE UNDER MY DIRECTION IN ACCORDANCE WITH THE EOSTDNG CODE OF PRACTICE LAND SUVEYORS EK THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON WNOM THE SURVEY WAS PREPARED AND ON THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.7MS CERTIFICATION IS ONLY FOR THE LANDS DESgtlIIED HEREON. ITS NOT A CERTIFICATION OF TIRE, 20NIN0,OR FREEDOM FROM ETICUMBRMICES. CERTIFICATIONS ARE NOT NOT TRANSFERABLE TO ADDITIONAL OR SUBSEQUENT OWNERS. S 15p Opp' 0pp L � FB FE O.L.E/W OL1Y/S 0.28 FB 0.5 0 ° N � � O Q� a BLDG. P/O LOT 2.9W 6 42 SHED 8, _ ! 15�s` 1.4`s a P/O LOT SHED 0 p 41 FRAME OZ-NIS SHEDS '+.p a g 1 STO Y FRAME I DWELLIN N N P/O LOT ON 42 e P/O LOT W ao 41 LDW N RO ER AL all W/HJapT ar, AFF*X HIGH R,AT R r FLOATING ! ^`' D DOCK S 4700n 0 ►R IJNv:, - 00 W D B QICXDGM127.50' DEC 2 8 2017 TO 14 OF SOUTHOLD THE OFFSETS OR DIMENSIONS SHOWN FROM THE IMPROVEMENTS TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE,AND THEREFORE ARE NOT WENDED TO BE USED AS A GUIDE IN THE ERECTION OF FENCES, WALLS, POOLS, PATIOS, BLALDINGS,ADOTIONS TO BUILDINGS OR ANY OTHER IMPROVEMENTS. SU ACE AND ENNOWN ORNMEN AL OONDTIos NOT SH . PROPERTY CORNER MARKERS WERE NOT SET AS A PART OF THIS SURVEY. EASEMENTS AND OR RIGHTS-OF-WAY OF RECORD, IF ANY, NOT SHOWN. PJM LAND SURVEYING PLLC ADDITION UNAUTHORIZED S SURVEYERATION OR ADDmoN ro rHls SURVEY Is A 132 CLYDE STREET/SUITE 16 VIOLATION OF SECTION 7209 OF WEST SAYVILLE, NY 11796 NEW YORK STATE EDUCATION LAW. TEL.-631-563-0400 FAX-631-563-5808 PJMSURVEYINGQ AOL.COM LOT:P/O 41 &42 REVISIONS MAP OF:GOOSE NECK [DOCK R MODIFICATION 1024/16 CK DIMS. 01/23/17 FILED:NOVEMBER 22 1948 NO: 1663 COUNTY:SUFFOLK DW. OV02/17 - -DETAIL 03/06/17 SITUATE:BAYVIEW TOWN OF SOUTHOLD M ADD BUFFER 0328/17 COPIES OF THIS SURVEY MAP NOT CERTIFIED TO:- TITLE NO-------- F/OGAR.REMOTA 0921/17 BEARING THE LAND SURVEYOR'S ADDDM 1220/17 EMBOSSED SEAL AND SIGNATURE ' SHALL NOT BE CONSIDERED A TRUE AND VALID COPY PROJECT NO.:2015-58 03125115 LOT(S):OS DRAWN:PM CHECKED BY:PM SCALE: 1 .t6 46'. DISTRICT: 1000 SECTION: 76 BLOCK:'03 t REScheck Software Version 4.6.2 Compliance Certificate Project Maintain Enclosed Breezeway Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 24% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1540 Smith Drive Victor Ferrulli William Fisher Southold, NY 11971 1540 Smith Drive Fisher Engineering Services, P.C. Southold, NY 11971 509 Sayville Blvd 1516-810-4176 Sayville, NY 11782 631-786-4419 bfisher222@verizon.net Compliance: Passes using UA trade-off Compliance: 0.0%Better Than Code Maximum UA. 126 Your UA. 126 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. I Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 150 30.0 0.0 0.035 5 Wall 1:Wood Frame, 16"o.c. 50 13.0 0.0 0.082 3 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 12 0.280 3 Floor 1: Slab-On-Grade:Unheated 150 15.0 0.767 115 Insulation depth: 2.0' Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. , , n �s�terf�cInse-v.ti; avv�fF, PC. �M', 'c'. � L. ll-`f-(a- Name-Title Signature Date Project Title: Maintain Enclosed Breezeway Report date: 11/04/15 Data filename: C:\Users\FES\Documents\REScheck\Ferrulli.rck Page 1 of 1 r, AL UIN Is _IT� OU I ERTIF 11 L7, F 1 P"JO t. - -• _ E PA �� � �C-��i��/l:fu/���h'�LG/s= G �' E � C E ; 1 } r � • r -� �� � FT 1 4 7'- it - �- FERSrE` G'LO.S //�/ R . UNDERWRI W - t oft Ar vg, ..... . 4Qnrpv axle i j GENERAL PROJECT NOTCS BUILDING REVIEW NOTE r TOWN WIIDIIIG"IS DiAMMER HAS RML1vED THE E40.05ED 7110111 RS02.5(1)-GIRDER 8 HEADER SPANS FOR I ALL WORK SHALLCONFORM TO TME KEOIJIREWlIT5 OrMC RMADENIAL CODE OFNSW DOCUMENT FOR MINIMUM ACCEPTABLE PW!5U M AL RLOUIRELEIT5 EXTERIOR BEARING WALLS NAIUNG SCHEDULE (EXPOSURE 'B') (WFCM-2001 TABLE 3.1) V YORK STAR(ROIY5)-2010:ALL WORK SMAUL CONFORM TO THE REOUIREMENT5 Of ANY OF THE TOM!OF SOUTHO D AS 5MORED III THE BUILDING ANgOR RESIDLIInAL (GROUND SNOW LOAD 30 PSF) m OTHER CODES AND AUTHORITIES HAVING JUPJ$OICMN.CONTRACTOR$fall OBTaNI MID CODE Or THE STATE OF IIEW YORK-2010.THIS WrW DOES NOT - NunE,: wu0[r.or ARRANGE FOR ALL REQUIRED PERMITS.MMCTIOPI.CE-nMrATL5 MID TESTS. GUARANTEE COMMIANCE I'M THAT CODE.THAT RMFONNNUTY IS JgNi D[BLPJPrXxI cOw+Ox NAn_a Box xA1Is NAA 1-- O 2. NTrWO :G.C.SMALL COOWfJATC ALL 51TCWOKK WITH RCQUIREMOT9 Or GUARANTEED UNDER THE 5EAL AND SIGNATURE Or ME STAR Or NEW 1QA0W ® p6x IMI DAN w pAx w R O O r r x G a) ME PIANS AND$PEgACA W"S.CLEARING.MCAVATI011,BACKFILL MID YORK UCE15M DESIGN PROFESSIONAL Or RECORD.THAT SEAL AND N FINISH GRADING SMALL BE FERrOKMJM UNDER TH15 CC*JTRACT.STOCKPILE SIGNATURE MAS BMI INTERPRETED AS AI ATTGSTAnp1 THAT.TO ME as y s P rcR ro rM Tort rroe-Nvuq R. 1�3-Oe 3-Loa rcv.TATTER TOPSOIL WHCII 5TRIPMNG FOR C(CAVATION.ALL OEBPJ5 SHALL BE REMOVED BEST OF THE UCEIJ5EE'5 DMEP AID INFORMATION TIE WORK 111 THE L �1i1ulK A4r r0 TOP Mtt RIX xul[ -iw rtR A4t O IJG AEI f0 IM.,,r PAr[P,(TALC-Iwttq In[[L JpNN + ROOM THE PROPERTY AND DIFiPOSm Or OT SITE.WNDSCAR PIJWTING DOCUMENT IS: L 2-Ex4 N6 1 3-2 1 2-10 1 P..VrtR sLorc: 3:1 i 1 1 W 1-,oe SMALL Be BY O xR. 'ACCURATE 2-316 }S 1 4-8 1 4-2 1 ,[b S +R 3. ALL ELECTRICAL WORK SMALL COIJFOtM TO LOCAL NEC AND UNDERWRITERS 'CONFORMS WITH GCk'MIING CODES APPUCABIE AT THE TIME OF ME 2-31e 6-10 ES-3 2 5-4 2 Y.1I I G 7-,cb ucn W LABORATORY RCAUIREMBT9. 5UBM1551pJ 2-2x10 8-3 2 6-6 2 7:i2 S Im 3 +Oe 4) V 'CCWFOtM9 WI711 RLh9O1MlL STANDARDS a PRACTICE AND WITH VIM' 2-2x12 9-9 2 ]i 2 9:12 AND LAMP. -IU ,Oa ry114.PLUMBING INSTALL ALL WATER.WASTE.5CIL.AID VENT RING IN STRICT ACCORDANCE WITH mro.rAc, ,THE RC119-201O rUJMBI1JG COOL CHAPTER$25-32 AND ALL LOCAL CODES HAVING TO THE 5AFEGUARDIIJG Or UFE.HEALTH,PROPERTY AND PUBLIC WELFARE 3-2x8 e-4 1 6-8 1 PAFTPSLOrc: 3121 ,oeI$TME RCSFONNBIUTY Or THE UCCUl5EE 3-2x10 10-6 2 e-2 2 ,i IGe .+Cb niJUR19drnW. 3-2x12 12-2 2 9-s 2 5:13 , 1 7 ,Lb 5.SANITARY DRAINAGE RRMG$MALL CONFORM TO RCNY5 CHAPTER 30 AID SMALL BE4-2x8 9-2 1 7-e 1 7:12 ,odrVC-DMV RPC 4 PITTNG5 MEETING A5TM D2GG5 PER TABLE P3002.1 4 F3002.2. STRUCTURAL 5TATCMENT MECAHNICAL 5TATCMENT 4-2x10 11-8 r 9-] ,-bTHE SIZE OF ME COMBINED WASTE 1 VET RPE SMALL CONFORM TO WITS TABLE 4-2x12 14-1 P 10-11 2 CAUAR Nt t0 RAPT[[rAL[wA11D! S u 1"31 1 1.3 AID SWILL BE AS 5MOM1 O!THE DRAWINGS. THE EXISTING STRUCTURE U ADEQUATE TO OOP.C10V L One Center Belrhq Flow• PJJi[P.510F[I ,:112 1 100 7-124 � OC 2CI 100 G-120 RR M G. WAG!SCHEDULED.THE CpJTRACTOR SMALL VERITY ALL EXISTING CONDITIONS SPORE SUPPORT THE NM'LOADS IMPOSED 0Y'THE 8324.1.5 PROTECTION OF MECHANICAL AND ELECTRICAL 2-2x4 3-1 1 2-9 1 2-3 1 211 UNOLRTPAIlG WORT.AND BItM1 NCNIR'ML ENGINEER Or MN AMBLGUTIES OR rJICLOSED BREEZEWAY AND CARPORT SYSTEMS.THEE[5Y5TE45 SMALL BE LOCATED AT OR 2-2x6 4i 1 4-0 1 3-7 2 6:12 AND w RR ,-Iw +-128 n n D15CREFAIOr5 BEFORE PROCEEDING WITH ME WORT IF ANY OJCSTIp15 ARISE INCLUDING UPLIFT 4 SMEAR ABOVE THE DE51GH FLOOD ELEVATION PWS FREEBOARD THE BOILER CAN I IOU!THE NEW ADDITION FLOP,HEATING. 2-2x8 }9 2 S-0 2 4-6 2 BLOLuxG ro PJFMR O[.NWu Z-1111 ?-Noe eLu eNo - - BEFORE OR OURJNG CONSTRUCTION AS TO ME RTENT OR DETAILS Or THE DRAWINGS. NO LOADS TO BEAR Oil ANY INTERIOR WNL 2-2x10 7-0 2 6-2 2 S-6 2 .LLA 00 n ro r.UrtR rtIX-xult - - [xD AS 5PECIREO IN R323.1.3.3. 2-2x12 a-1 2 7-1 2 6-S 2 ALL PRAM L N G ME CONTRACTOR SMALL CALL ME ElIC411CM FOR CLARIFICATION AND/OR IH5TRUCnp15,IF THE CONTRACTOR rAILS TO FOLLOW ME ABOVE PROCEDURE.1S R324.3.G-DE51GN AND METHODS OF PRDPOSED 3-318 7-2 1 6-3 2 5-8 2 tDF P1Art to rGr Putt rAuo Nu D z-Ice i-1 u rcv,ro0 N n SMALL A55UME ALL RE5P01I51NU7Y FOR THE COPMOUEICE5 OF MI5 ACnpl9 ENERGY NOTE5 CONSTRUCTION TO BE USED MEET THE APPLICABLE ]-2x10 8-9 2 1-e 2 6-11 2 IOP Purtl AI1Nr[Pe[crarls RAce-wn[ ,-Iu s-Ice nnsr9-rArr s1IX AND/OR DECLSITS. CRTERIS OF THE RCNY5 AND HAVE BEEN PREPARED AND ,� 3-2x12 10-2 2 8-11 2 8-0 2 stun io 51-1 -xui[ z Ice t-Iu z.•o.L.. 7 IN5URAlCE G.G.TO FURNISH MDEIICC Or CURRET WORKMAN'S CALCULATIONS ARE VALID UP TO 5750 DEGREE DAYS. 5EALED BY A REGISTERED ENGINEER 4-2x9 8-1 1 7-3 2 4-8 P nGIXR ro ntAIXP,rAct-NAMt 1G4 icor.xt COMPC119AT7(k!.COMPREIEHSNC GEJCRAL tlABIDTY,COMI'RCN[IN,JIVC 4-2x10 10-1 1 e-10 2 8-0 2 TOP OF.BOOM RAT[TO BND Rx0.NAA1 1'.IG 2-4Cb PCR BNO��a NEW y CERnmrD CONrORMAAQ!FOR ZONE I I B. 4-2x12 I1-9 2 10-3 2 9-3 2 BOna-11A 101=..Jest.BArIDACI.[xDA4t 01'. 2 Ice 2 i6e Ri,POOL ♦E AUTOMOBILE AND OWHER5 UANUTY INSURANCE COVERAGE TO ME OWNER WOOD rRA 4M FLOORS.WALLS ANO CEUNGS SMALL HAVE A!APPROVED VAPOR BARRIER C. MlkV L 6 Over Span Floor aLOCuxc PA¢.uAntq ejAr PRIOR TO THE START d COW ISMUCTI . r u D. THE OM rR SMALL ARRANGE FOR SUPERVISION O'THE CONSTRUCTION WORK TO (PERFATION. RATING Or 1.0 PERM)Ifl$TALED W ME WARM-IN-WINTER 9100 a THERMAL I'M 2-e 1 2-4 1 2-I 1 L O O v, V45URE COAPUANCE WITH ME CONTRACT DOCUMET9. MC[.CHEER HAS 140T OMI INSULATION. 2-2x6 3-11 1 3-S 2 -1 2 1,41 ro 51 TOP Rut[AW - - RETANED TOR CONSTRUCTIONS OVERSIGHT AND U NOT R[5PpN51BlE rCR ANY WORK -1-1101- PERFORMED Jxv,noLNNu v,JDi3o w1NDOw9 MID BIpNG SMALL HAVE A MAY.AIR IHFILTPMW RATING Q 0.2 CRM PER SF OF E-2x0 S-0 P 4-1 E 3-10 E BRla:lrfi r0 A4r 00[.NAn[O PERFORMED By ME COI TKACTOR.M15 5UB.CONTRACTOR5 OR HIS AGDIT'9 2-2x10 6-1 2 S-3 2 4-8 2 aftg'L xG rd q4r C ; t-IqL uJ]L 11x0 5F Or D AREA.SWIfIdIIG DOORS SMALL HAVE A MAY.AR INRLTRNTON RATE OF O.S CFM PER 2-2x12 )-t 2 6-1 3 3-7 3 wacuxG TO SU OR rOr rut rt0!-NAI -1 w -I W ucn blfA:K 9. THE COITRACrOR 5HALL VERIFY ALL EXISTING C011DTlpl5 BEFORE STARTING Y DDDR ' 3-018 6-3 2 S-S 2 4-10 2 I[DcsR xRR ro IXAIA nAr1-NAx[ 3-eek u� eAen A4t COI U N [NGIIN AIJY PMNGUI FAUCES n JDCi ON LED:[P.io Bg4L IO[�xAJ1[ rcRJa9t u��� 3-2x10 7-7 P 6-7 P 5-11 2 IWM-T ACr TO 1.10 TEND NAxt- Ja6l ROCE[4 N WU I ANY B O JIJ SKYLIGHT w.r SMALL.HAVE A MINIMUM Itl9ULAnp!VALVE Or R-19. 3-2x12 a-IO 2 ]-8 2 6-10 2 BAxD ACI TO NU OR TOP RAM 9a-1-M COI" U IN I O D aL WIN SHPi1 TI-MM R PM ULMUMEATioN ok IN U 5p.1 O GARAGES- ROM.51Df5.DOORS.INTERIOR 5HA.HAVE MAX.U-0.40 {{ - 44--3118-s 8 B-9 1 6-3 2 3-11 2 7- 6-10 2 C5F4Tz0r0_CFZG UME ALL NUTY 4-2x12 10-2 2 8-10 SrPDLruru PULLS: R O O r s n e A N G rcPANR EroL otw r[Ru U 2 7-II 2 FOR THE W M OJ ALL MRVLPLE9 SMALL BE PROVIDED WITH A DAMPER rix OUTSIDE COMW5nOWR 150-200 Gehq•Teo CerKer Beerhp Floors mces surroRrs Q I O.ALL CODES RCFERElCC9 ARE IlY9 RESIDENTIAL WILOIJC COOL$-201 O UNLESS CrM.ALL M.UE5 5HALL HAVE nGMT SEATED DAMPER WITH A MAY.AR LEAKAGE Or 20 CFM.AL wr vwR o m G• i• n nREFLACE$SMALL HAVE TIGHT-nTTNG PION-COMBUSTIBLE DOORS. 2-2x4 2-7 1 2-3 1 2-0 1 rcv.MfltY.eoet lox[ m P 1 QTHERWISE NOTED. 2-2x6 }9 2 3-3 2 2-11 2 enB1t errowAu v.,LAe Wmm 100/.OIJf&LICK m , _ 2-2x8 4-9 2 4-2 2 3-9 2 L t 1 x c 9 n[A r n I x G W _ THE CONTRACTOR SMALL SUBMIT THE DMC41.SIZE MID TYPE Or MECHANICAL SYSTEMS MIDIOR U 2-2x10 }9 2 3-1 2 4-7 3 GENERAL CONSTRUCTION NOTES COMPOrlET9 WHICH WILL BC USED.IN SUMC[M DETAIL A9 REQUIRED BY ME WILDING errvuNJ WAUBOARO c0011v9 sa coa[ eoe,Io TILED V E-2x1E 6-8 2 5-12 3 S-3 3 Z 1 �^RTMEW. / 3-318 }11 2 5-2 8 4-9 E ALL 9 n t A r N G ALL LE 40DATI 1 C SHALL REST OJ UNDISTURBED$OIL EFTA P9r BLARING UPAON A9 PER ROIYS }2x10 7-3 2 6-4 2 S-e 2 rAxn wrePJ4 TABLE 401 4.1 CONTRACTOR SMALL THE FML Or ACCEPTABLE B[AWIIG STRATA VMMM IN THE FIM ALL TM[RMOSTAT9 SMALL BE PDJUSTIBLE FROM 55 OCGRrt4 TO BS DEGREES rPREJMCR. � � 3-Ex12 8-0 2 7-4 2 6-7 2 ]rRUCNRA rAN[L6M/VR]DOAJ}. tl 9UPIOI.i_ W L MOR TO PERFORMING ANY WORK. BOTTOM Or FOOTINGS SMALL BE IN5TALLED DOWN TO MOST LEVEL 'V_ y1 ,• +• AL1 DUCTS AND RPE5 SHALL W INSULATED AS R[OUiUD BY CODE. 4-2x8 6-10 P •-3 P 7-10 E wr[YXJR TONE PER ROIY9 R301.2.1 OR SHALL PROVIDE FOR HYDROSTATIC PR19,%1RE PEt WJY5 R404.I.3 r oa r r Q 4-2x10 B-1 2 ]-1 2 6-7 �2 DG[IOxt M (7 Q ALL CONCRETE SMALL CONFORM TO REOUlRCMEIT5 AND RLCOMMOIDATIOI5 O'ACI-301-9G HVAC CONTRACTOR SMALL VMrY MEAT L055 CVCULATIp19. 4-2x12 9-8 2 8-6 2 )-8 2 rvBePJAARD 1-15' Z C 2. 711E Ge - 3COGC/C MID CnCATIW5MRSTRUCTURAL CONCRETE(FOR WINDINGV(rC-3.000 r51):AL EXPOSED Ce[1rp L Tvo Bev Spon Floors 2Boz• m 3tote/LMLO ICJ Q Q SLABS.GARAGE 5LAB5 AND STEPS 5f WL BE 3500 P51 AIR-ENTRAINED.RMOOR.CIIG STEEL SMALL ALL CELLAR A ND'OR BA5EMCIrt DOORS SHALL BE INSULATED. 2-2x4 a-1 1 1-8 1 I- P - w A n se cca[vs Looltva r erz[1 10•rve1D w L LD Q Ol CONFORM TO A5TM A-615 GRADE GO. ALL.COIICRCTE TO CONFORM TO COMPLIANCE VALUES PER 2-2x6 }I 2 2-8 2 2-4 2 BOARD PArLLi m x[r4TxvrAeNVJJe W Ln (� ROJY5 TABLE R402.2. THE EIGNeM CERTIFIES THAT TO ME MST OF MB RlIOMEDGt.BEUEr AND FRCFC551O.M )) 2-2x8 7-10 2 3-4 2 3-0 3 rA1reA r l O O R s n[A x G Z IL 3.ALL CONCRETE BLACK SMALL W FILLED t CONFORM TO ASTM C90:MORTAR SHALL BE JV WEAEfT THAT MC MANS ARE IN COMNANCE WITH M[EJCRGY CONSCRVAnpJ COO[Of 2-2x10 4-9 P 4-1 3 3-8 7 0 (� (h � NEW YCIW.$TATE. 3-2x12 }6 3 4-9 3 4-3 7 ]IRICIUYX PULLS: TYPE%F ALL BLOC WALL BE DOW13M TO FOUNDATIOLFOOTONG O R A KMVAY 1.OR LESS Oe of C COGC I 1 T nflD Z Q Q SMALL BE PROVIDED. 4-2x11 4-10 2 4-2 2 3-9 2 GP.ur[R low i• Ge c.[DG 1tnBD W X 4-2x12 5-11 2 3-1 2 4-7 3 0z Q O 4.THERMAL t MOISTURE PROTLCTIW:G.C.SMALL APPLY qJC COAT Or Doi q 7-2x12 6-10 2 }l1 3 }4 ] W Q Z (fl n BITUMINOUS DAMMOOrING TO ME CiTMOR FACE Or ALL FOUNDATIpJ s SO R9�)v 001 Q: 4-2x10 6 7 2 }u 2 S-3 2 J U WALLS MR MANUFACTURE$RECOMM.UNLESS OTHERWISE INDICATED.BATT Q 11I5ULATIW$MALL BE r(AL-rACED.M5UXAA9t5.R-VALUE AS PER THE RAN 4-2x12 7-11 2 6-10 2 6-2 3 3 J Q REFERENCES.DAMP rROOMNG SMALL BE PROVIDED FOR PER RCHYS R40G. Y 5. ALL FRAMING MEMBRI SANE BE DWG-FIR 02:PROVIDE(2)2.5 MCAGM OVER ALL jI CODE ANALY515 WALL OPE111N65,UNLESS OTMELNI$C NOTED. INSTALL'CATS'AT MID HEIGHT FCI T5 I. Or WALLS AND CK055-BRIDGING Or MIO-SPIN POINTS Or FLOOR UC5T5.BLACK ALL EXPOSURE HORJZOHTAL 5hrATMNG AT EXTERIOR WAILS PER WOOD FRMS CW5TIUJCTIW - I J CATEGORY B W MMIUAL(WFCM) G.DONE FRAME AROUND ALL OPLMMG5,UNDER PARALLEL WALLS AND MOM A\ OCCUPANCY BATHTUBS. PROVIDE 51MMON MANGER CONNECTIONS AT ALL FLUSH 5TRUCIURA LOAD BCARUNG CONDITIONS. 7 MICRO-LAM GIRDERS(MU SMALL BE LAMIIIATED VESCR LUMBER WITH C-2.000.000 1(\ R-d-tui PBL.FB-2000 PSI A9 D GLA5 TURrDDOOR BY ALL BE Ill A MCMILLAJ. I L D //2 REFERENCE STANDARDS B.[IR[RIOR WiNDOW9 AND G1A90 ODORS SHALL BE IN ACCORDANCE WITH 5CCBp!RG 13.ALL i 'll-G]J I��-l_JJ, \VY J II`L�..J�J rP�LL GLAZING 19 TO COMPLY WITH SECTION 8300 U R301.2.1.2. Wood Code or New York State-201 O V o III DD Wood Frame Construction Manual AF t PA-2001 QI 9.STAIRWAYS SHALL BE IIlSTP11LD IN ACCORDANCE V4M R04Y9 9ECTpJ R31 1.5 AND MAMMALS < lt � Climate Zone: I I BWJ SHALL BE PROVIDED IN ACCORDANCE WITH RON5 SECTION R31 I.S.G. £ 1" D ee D 5750 O ENCLOSED STORAGE AREA- em 10.IN ALL FRAMED WALLS.MOORS AND ROOF=UHG5 COMPRISING ELEMENTS Or THE WIUNIIG THERMAL EN LOM.A MOISTURE VAPOR RETAROLR"HALO.BE IN5TALED OI ME TO BE COMPLETELY REMOVED 41 e Q Zo� DESIGN LOADS �1 WARIA44-MINTER 910E Or ME INSULATION IN ACCORDANCE WITH SECTION 8310. AND FULLY DEMOLISHED Q f Decks: 40 W W C" 1 1.INWLATION SHALL HAVE AMA E SPREAD OF NOT GREATER THA!25 AND A SMOKE DEVELOPED f/ At L-: 20 1 /, NDE(Or NOT GREATER THAN 4501N ACCORDANCE WITH SecnoN 8315. INCLUDING FOOTINGS y, A p' f'"1 v 12.WALL AND W ASn UNG FINISHES SMALL HAVE A F E-SPREAD INDE(OF NOT GREATER THAN 25 AND U 6 Roans(other thin ng roans):40 psi �I A SMOKE DEVELOPED RIDO(Or NOT GREATER MAN 450 IH ACCORDANCE'WT ACCORDTM SECTION 40 srON 8315. u ^ i i Sleeping psf 300sf Psi �I I 3 w o 13.LAP BI TRI Stall R 1D VWC MNG INCLUDING ALL CORNER.WlTE AND r I DOOR TRIMS TO PROVIDE D P K A CO PREWIRED FOR ON. 6 Handrails:2W Y MOISTURE PROTErnW AND POR A COMPLETE INSTALLATION. , �� BITTiI.�'IlVG I?UPT. N � ROOT:20 psi(grouts snow Ewe) W � fl] r d, DEAD LOADS:I o p9r >_ 3 14.INSULATING SHEATHING SMALL BE CLOSED-CELL EXTRUDED POLYSTYRENE Si1FD 8 <Rz., TOWN OF SOUTHOLD � � � LLJ FOAM.MICKIS5$AS INDICATED.FASTENED PER MA UrACrURE5 RECOMM. 1.45 D a 6 N ,e \ 1--I Q Z I G.ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE AND ALL DECK AND PORCH IED o a SUB-STRUCTURE SMALL BE ACO PRE55UU TREATED ALL FA5TENER5FOR PRESSURE F R A M C I u.I_Nrs R ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS E'• ,j TREATED WOOD SMALL BE HOT DIPPED ZINC-COATED GALVANIZED OR 5TAINLF55 SHEDS /+J.b ,r ,1/! STEEL PER RCNYS R31 9.3 e• p�3 ALLOWABLE A 9 2 O 1 STORY jjfff \ STRUCTURAL MEMBER DEFLECTION O FRAME 1 N Batten haWrlg sbp-greater than 3/12 U180 O W �O NI D W ELL I N I' With-finish wlmg attached to cart-. U (� •� Interior Walls and parhons. 11/180 �i W ON a? Flows and PU.Wed cehngs. L13GO 4 All other structural-1,-. U240 7. 0 t \ Fxtenor Walls Wth plaster D,stucco finish. ry39;0 r-1 z jExtenor wa0s-Wood Iwds(a)mth brittle finish-. U240 F ALL INFORMATION DEPICTED WITHIN THESE DRAWINGS DETAIL ACTUAL CONDITIONS THEY ARE - _ 1� I 6leerior wens-LW rd Iwds(a)N,BI 11.1H. V120 y1 a DERIVED FROM VISUAL INSPECTION,HOMEOWNER RECOLLECTION AND TYPICAL BUIL PRACTICES AT THE TIME OF THE CONSTRUCTION. A MORE INVASIVE INSPECTION CAN BE MADE AT mlmDING �- -I Lt„^D c n'RTY -NN TI*R LfvR Note: span length,M-span hught I _ (a)The vend Iwd shall be pe mitred to be bktt as 0.7 4m- �J THE REQUEST OF THE GOVERNING MUNICIPALITY' - �) _7.50 the Components and Cladding Iwd6 fa the purpose or the FIJI n 1CTMG }1 12 _ deterdenecUOn hm1U heron O D RUJJ;JmnD -- tw- - OWNER/0WNER5 AGENT SHALL ENSURE THAT THE CONSTRUCTION,NEW OR EXISTING COMPLIES WITH THE DE51GN DRAWINGS ALL CONSTRUCTION AND MATERIALS SHALL BE MODIFIED TO GppSE 1 i CLIMATIC d GEOGRAPHIC DESIGN CRITERIA-TABLE P301 2(1) o Z o CONFORM WITH THE DESIGN DRAWINGS BY THE OWNER OR HIS AGENT NECK CRv a - WIND DESIGN SUBJECT TO DAMAGE 3 nJ CONTRACTOR SMALL MEASURE AND CONFIRM ALL DIMENSIONS PRIOR TO ORDERING ANY NEW OR � Im Im u PLOT PLAN - GROUND Spews Borne SEISMIC Frost VATCR Barrer FLOOD AIR MLA! N D D REPLACEMENT WINDOWS,DOORS AND OTHER EQUIPMENT AND MATERIALS OWNER/AGENT TO SNOW Spee Topographic WlM DeDn, DE51GN Weather" une ane DENGIJ >rnen HAZARDS PIREEZIIJG ANNUAL SELECT/APPROVE FINAL MATERIALS,EQUIPMENT,FIXTURES INCLUDING COLOR AND STYLE. �seALe. 1•-3a LOAD (mph) Erects R< Dn rAGOR Depen rzMr " red DE TEMP 5,a Plan Information from s¢3 T 1 1 I d 5urve:ying.P30 B O 2 C NSNERE 'd' LLC 20 PSP 1to 1 5 deg NA nANe 599 31 POMC Sa Ile,NY [XA+-t. . y j u n O {tr¢r¢ N j�MAINTAIN BREEZEWAY- ENCLOSED AND CONVERTED TO LIVING SPACE- C2 v jl(New Bathroom * Bed Km Expan5lon) I (Roof was Exlslting Part of Breezeway) ENCLOSED STORAGE AREA- N l 4 TO BE COMPLETELY REMOVED AND FULLY DEMOLISHED INCLUDING ;; FOOTINGS Ex'st Nousey)- I. 1' U O ® / � lD to w U o m �. Z z o o ui ll) UJ J OZ 11 p[ W Q u u = t n 17'-4ll'-2' 9'-T la'-3' l0'- L W to lD — r O '6a'-1• Z C'J O X CD w Q O mto FRONTI ELEVATION If InJc.ipm U- J 5CAI E. 114' = 1'-O" U W Q _ W ' O F _ U w o ENCLOSED STORAGE AREA- w 3 . TO BE COMPLETELY REMOVED AND o z FULLY DEMOLISHED INCLUDINGExis t Nouse Beyond FOOTINGS j A O C> Z) a woo U P, Z C&txisstt Nouse Beyond W \ O Q 1 W 11 l8'-9' RIGHT SIDE ELEVATION o m 0 3 SCALE: I/4' = I'-O' w - A-1 I I 1, �tI O N O T O28'-6' 2l'-0' I Plan r 5te up to Deck LXp1 6 ` � n rrtw Den II ,• a Lvq Rm �. L 5'-0• 1' CZprn Plan— Open MAINTAIN DECK 1 m MAINTAIN BREEZEWAY- ENCLOSED Den AND CONVERTED TO LIVING SPACE- D� Rm �' (New Bathroom Bed Rm Expan51on) P uJ \�c w w w — —fLd�eLoe — — CLOSED STORA E ARE u " O Cst ( K w Q ® p 2s'-1l TO BE COMPLETELY REMOVED AND w o m zz c ® \ FULLY DEMOLISHED INCLUDING n o it 6 Laundry Roof Over ��` FOOTINGS w 2 � " ® Open n K O Kitchen 1 \ _ z Ist 1f Bathrm N U O m � cgt � 3 � �n Maintain \ I \ L) s-s Roof Over Removed W Ewst wau Q _ I \ rc Bedrm j \ Ne Planter \ EX15t w Ba hrm �o I Expanded N Garage Wood Deck ti Bed Rm On-Grade iu O Area F-, W rn 3w r Une lTyP1-1,I W [� o 11'-2' (�I 9._7. — \ W R, ? W ^I a q � � z � Doom a = o Roll-Up Q F •� — l 0 F 0 o S W O z G 17'-4' ` 20-10' l4'-!• LEGEND Q Q Ii a +y C� ensnNG wxu ro REAWN-N°b1AN(2 � � I� e%isnRG WALLS r0 BE Re�D — O N C C r TING wALLs raReArn RerAweD ® h10USE DECK PLAN m IeFJCMi o 0 row INWALL 2'x�•MCn CO sD .C. z 6'CZ • New r•CWCRere FMWAn WALL Q Q 3 1W- 5c'ALE. 1/4" = I'-O' N o ® raw rosr Cl-- ro rcuNDArrcw,iNsrAu New rconN Ir NC IXIsnN 263° N1NDC'•H ROIMENS 216'%3'-0.1263°1 A_LA ql. C.H.8'-2' aRING nNGnr f i i ( - o N ) O T easi.Io loo.ro Im.M I , ° m ° - A 11-a mm�aa rTr ly Cst ° I O Mamtaln S E Removed EX15t j Wall 1 Gara e n n I m Ne N Ba hrm 001.6E Rt"W[ 7� N nry Vl f�E{y�T f! Expanded iu r..•.am mm.rt•.a Bed Rm rr®ten.o Area 4'-5• CONSTRUCTED CIRCA 1992- 1�"(E1D,l 00.11 NO N10.0o OY01 15/f4S r(lp) Roof Inc.Inc. -77 U I B 9'-�• B NEW WALL SECTION (TYP) II r S w _ Z rc K UJ o .®,m1 W Q v g ....r.. fzl r..•.m>u wart Z K 0 is I' Wtu LNin 00) MAINTAIN BREEZEWAY- ENCLOSED o AND CONVERTED TO LIVING SPACE- W 0 o �I lu (New Bathroom � Bed Rm bpan51on) N J � o m (Roof/Foundation were EX151tlncg Parts J 1D of Breezeway) u 48 TWjC&.W&L 5ECnON f3-f3 1 SCN E-NONE1 Exist Roof of — O a a Covered Breezeway U = W l+ _ 3w a o II > 3 z � oz 0 EX15T V T.R. New Walls to Enclose a U EXIST ROOF Breezeway A t J w 2 1/2'V 2 2 -- ----- y r----r----------- --- T------------�---1 � (— I 1 I Feist Foundation of 9'-7' I I I 1 I Covered Breezeway W W p Q U I 1 I I I W LAV LAUNDRY I I �j HEN i i LAV FRONT ELEVATION W 5HOWERI.1 I Z? tr'� i L 5HOWEP ��� rwc. SCALE. 114" = P-0" OW 1 1 1 (-2' L—J L_J I i 1 1 1 LEGEND q w WASTE PIPE TO 2 1 3' 2-) 2'J 3•� f� rxlsnNc wAils To Renwn-No R1ANG0 ��-I —L_ � E(15T 5ANITAPY J------ ---------------_-------------_ DISPOSAL SYSTEM i &.5n-WA 15 TO DE REMOJOD Ma1nt.New Bath Rm q• C EaSTN Wa sALR UN D p --- -- -- SANITARY RISER DIAGRAM 0 New wTerooR ww. p } � SCALE: NT5 Z m N CLYICRE E FOOI'(DATION WALL Z O �_ NOW POST OOW11 TO r WATION.INSTALL UJ Q ® Ntw FOOTINGIr NON!V15T1W U 2630 wNOCW1DOOR DuatN51CW 2'.e'X 3'-0•(2630) 1 C.H.8'-2• A-4 i u N 0 Nq I V Z 29'-7' L 2-9' N •.+rue<o<. °O" /E%ISt 110U5C� { I op a n / / v/ n O i� o/ �• cF NE ZZe / / Planter U } Z LU / 1 �P tEi Dark Z o_ D w L N O w d' O Planter j 3• w U O X 1 O01� 10 U ® BEAM PIER PLAN w 5CALE. 1/4' = 1'-0' 48 1 O . H W rn 3 w Q W O 1, > 3 1t W .- � (2)2xD'BUuM �: Drax 16'CMU P.J.2x6•®16•a O 7 o u"I _ BLOCK 9UPPORT9 r (W O ON GRAD[(il'P)4 12'Du 3G•Deep ry `� +hp P.C.Pier(Typ) 5'-3' 7'-I' N 7'-10" W z a 4 Q a I LEGEND (z-I DECK SECTION C-C o VIBiINGWALLS TORE— NO CHANGE 5CALE. 114 = 1'-0' -STING—LLS TO BE REMO M A �. C C ExLsnNG wins ALRCADf RENIOVCo 0 NEW INLEROR WALL 2•%A-MOOD SND a I a-O.C. N NEW CONCRETE fMNDATCN WALL OZ fJ N ® NEW POST O(.\4N i0 PCUNDAnON,INSTALL ul Q 3 11.1 NEW FOOTING IF NONE mSnNG 2Gw —DOWIDCOR OIMENSION 2'-6•N 34Y(26301 V Q u C.N.8'-2' CCIUNG nOGni A-5 N N O o� N O ca N L EXISTING ROOF TO REMAIN Q N L O R-25 FIBERGLASS BATT INSUL Cst 7 N Maintain > Removed u Wall EX15t >< Garacje 010 N eAl � N 2" x s" cj 16" D.C. Ba h rm DOUBLE TOP PLATE fu Expanded 2" x 4" WOOD STUDS ® 16" D.C. Bed Km CDX SHEATHING Area ` 4'-5" CON 5TRU CTE D CIRCA 1992 0 R-15 FIBERGLASS BATT INSUL. 2020 1/2" INTERIOR SHEETROCK VINYL SIDING OVER 15# FELT (2)2"XG" Hdr (2)2"X6" Hdr SCREWED, 3 COATS TAPED AND T SPON WALLS AND Roof Line (Typ) CEILINGSILINGS (TYP.) B w � NEW WALL SECTION (TYP) :7 � c!� — w I LO U � � (LLJ z = cn c� } Z 5/8'HARDWOOD FLOOR V J W _I J_ 'u �T LL D 1/Y TBA INSUL SUDFLOOR W 2R-13X6"DAT!INSUL U W 2')C8'F.J.o 15'D.C. (2) 2" x 4" ACO SILL PLATE Z LL OZ ELI w G Q w = � Q6� w �9 _ MAINTAIN BREEZEWAY- ENCLOSED ►� o zU C) m I 2'X4'C.CA SLEEPERS O 4'-U'D.C. •f . . AND CONVERTED TO LIVING S PAC E - Luo o Q w Q z CC) I*,- (New Bathroom * Bed Km Expansion) o - 11ZI=NG FLDDR sLne (Roof/foundation EXISTING GRADE were EX5tm6j Parts - of Breezewa w y) EXISTING ..' FOUNDATION W TW �� TTICA, W&L 5�CION P-P 5CA,� - NONE � Exist Roof of o a Covered Breezeway °:� 10 ® wQ o 0 CD EXIST V.T.R. New Walls to Enclose EXIST ROOFJ L Breezeway 2 1/2" V. — — — Grade W r - -- - -- - ---- -- -- -- --I-- --- -- - -- - - -- ------1 I I I I I I Exist Foundation of op Covered Breezeway I I L) w KITCHEN I I LAV. w j LAV. LAUNDRY I I �� �� FRONT ELEVATION Z SHOWER I I r-_01 l r _ I SHOWER I��� r — i I r.—� I L I I L i I��W.C. SCALE: /41H = I_01I i DWI r � 1 1 r 211 � � � N 2 L- _J LEGEN L _ J I I I I I D � w WASTE PIPE TO2" I 3" 2�J 211 3„ —L—_——— 311 0 EXISTING WALLS TO REMAIN - NO CHANGE W EX15T. 5ANITARY - ----- - -- - - - -- �- - - - - - - -- -- -- -- - - -- - - EXISTING WALLS TO BE REMOVED DISPOSAL SYSTEM i Malnt. New Bath Km 411 SANITARY RI 5 E K DIAGRAM C EXISTING WALLS ALREADY REMOVED c� Ln LLJ F- _ —� NEW INTERIOR WALL- 2"X 4"WOOD STUD @ I G" O.C. 0 SCALE: NTS ----� z m �-1 NEW CONCRETE FOUNDATION WALL Q Z Q d J NEW POST DOWN TO FOUNDATION, INSTALL Q Q ' F- NEW FOOTING IF NONE EXISTING Q J 2630 WINDOW/DOOR DIMENSION 2'-G" X 3'-0" (2630) C.H. 8'-2" CEILING HEIGHT 4-1 Q) O CV O c� N L Q C a) L O 29,_7„ 2'-9" N --IV a-/ a) 2"X 10'LEDGER BOARD LAG BOLTED TO BOX JOIST(2) 1/2"DIA.X G" LONG GALVANIZED THROUGH BOLT Exist I-IOUSe 4 WASHER @ I G.O.C. O 1 1 O o tr) cV � / / o (40 O /\ j�- c� Q1 % w CD % / (v 4' / ` 171 W _ C / - -� Planter U �� / > z CL/ LU a-_ � / o pec CD Q o / 5ep FLuO� Q Lu = Ln 0 n g ,31 LUnU z tL 'T PlanterS,_3° z Qj 0 m 9,,14° � � 000 3„ 3 WQzcOI� c= � U0 5�-14 LL � � cL. <9 C BEAN/l FI ER FLAN � _ w SCALE: 114" = 1 '-011 Q W O H w o, w � m � O w wwwN 5/4'X G"Deckm 2"X 10'LEDGER BOARD LAG BOLTED n^ TO BOX JOIST(2) 1/2'DIA.X G' (�j LONG GALVANIZED THROUGH BOLT ^ 1 l 1 d WASHER @ I G"O.C. Grade N w - - :. �1r• (2) 2"X8" BEAM 8"X8"X 16" CMU +�'' F.J. 2"XG" @ 16"OC O O � w BLOCK SUPPORTS ON GRADE (TYP) 12" Dia x 3G" Deep P.C. Pier (Typ) p� 5'-3" 7'-1" 7'-10" I W � a LEGEND DECK SECTION C—C EXISTING WALLS TO REMAIN - NO CHANGE ►-� � U SCALE: 114" 1 '-0"'-0" y� / / / / EXISTING WALLS TO BE REMOVED � w _ Q C EXISTING WALLS ALREADY REMOVED r- 1 NEW INTERIOR WALL- 2"X 4" WOOD STUD @ I G" O.C. Ln ' NEW CONCRETE FOUNDATION WALL O m () z C ® NEW POST DOWN TO FOUNDATION. INSTALL L Q LL — NEW FOOTING IF NONE EXISTING , 6 2030 WINDOW/DOOR DIMENSION 2'-G" X 3'-0" (2630) (U p C.H. 8'-2" CEILING HEIGHT .. E9 x BUILDING REVIEW NOTE t GENERAL PROJECT NOTES Table R502.5(1) -GIRDER& HEADER SPANS FOR TO'd•/N BUILDING PLANS EXAMINER HAS REVIEWED THE ENCLOSED . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS EXTERIOR BEARING WALLS NAILING SCHEDULE (EXPOSURE "B") (WFCM-2001 TABLE 3. 1 ) YORK STATE (RCNY5)-2010; ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ANY OF THE TOWN OF SOUTHOLD AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL (GROUND SNOW LOAD 30 PSF) N OTHER CODES AND AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN AND CODE OF THE STATE OF NEW YORK-201 O. THI5 REVIEW DOES NOT _ ARRANGE FOR ALL REQUIRED PERMITS, INSPECTION, CERTIFICATES AND TESTS. GUARANTEE COMPLIANCE WITH THAT CODE. THAT RESPONSIBILITY IS JOINT DESCRIPTION NU/,� NUMBER OF 0 2. 51TEWORK: G.C. SHALL COORDINATE ALL 51TEWORK WITH REQUIREMENTS OF GUARANTEED UNDER THE SEAL AND SIGNATURE OF THE STATE OF NEW CO E ti � � � BOX NAILS NAIL SPACING Q HEADERS SIZE SPAN NJ SPAN NJ SPAN NJ THE PLANS AND SPECIFICATIONS, CLEARING, EXCAVATION, BACKFILL AND YORK:LICENSED DESIGN PROFESSIONAL OF RECORD. THAT SEAL AND SUPPORTING R O O F FRAM I FIN15H GRADING SHALL BE PERFORMED UNDER THI5 CONTRACT. STOCKPILE SIGNATURE HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE 20 1 28 36RAFTER TO TOP PLATE(TOE-NAILED) 3- 3 - 1 Od PER RAFTER N TOPSOIL WHEN STRIPPING FOR EXCAVATION. ALL DEBRIS SHALL BE REMOVED BEST OF THE LICENSEE'S BELIEF AND INFORMATION THE WORK IN THE Roof & Ceiling CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d 4- loci PER JOIST p FROM THE PROPERTY AND DISPOSED OF OFF SITE. LANDSCAPE PLANTING DOCUMENT I5: 2-2x4 3-6 1 3-2 1 2-10 1 CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) (HEEL JOINT) RAFTER SLOPE: 3:12 1 1 - I Gd I I -40d �6 SHALL BE BY OWNER. 'ACCURATE 2-2x6 5-5 1 4-8 1 4-2 1 4:12 8- I Gd 8-40d 3. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL, NEC AND UNDERWRITERS "COIJFORM5 WITH GOVERNING CODES APPLICABLE AT THE TIME OF THE 2-2x8 6-10 1 5-11 2 5-4 2 5:1 2 7- I Gd 7-40d EACH LAP Q LABORATORY REQUIREMENTS. SUBMISSION 2-2x10 8-5 2 7-3 2 6-6 2 7:12 5- I Gd 5 -40d 4. PLUMBING - INSTALL ALL WATER, WASTE, SOIL, AND VENT PIPING IN STRICT ACCORDANCE WITH *COIJFORM5 WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW 2-2x12 9-9 2 8-5 2 7-6 2 1 9:12 AND GREATER 4- I Gd 4-40d THE RCNY5-20 I 0 PLUMBING CODE CHAPTERS 25-32 AND ALL LOCAL CODES HAVING TO THE SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE 3-2x8 8-4 1 7-5 1 6-8 1 CEILING JOIST LAPS OVER PARTITION(FACE NAILED) IS 1 HE RESPONSIBILITY OF THE LICENSEE 3-2x10 10-6 1 9-1 2 8-2 2 RAFTER SLOPE: 3:12 1 1 - I Gd I I -40d4:12 0d p JURISDICTION. 3-2x12 12-2 2 10-7 2 9-5 2 5,112 �- I Gd 8-40d EACH LAP (S) 5. SANITARY DRAINAGE PIPING SHALL CONFORM TO RCNY5 CHAPTER 30 AND SHALL BE 4-2x8 9-2 1 8-4 1 7-8 1 7:12 5- 1 Gd 5 -40d 5 PVC-DMV PIPE * FITTINGS MEETING ASTM D2GG5 PER TABLE P3002. 1 * P3002.2. 5Tf UCTURAL STATEMENT MECAHNICAL STATEMENT 4-2x10 11-8 1 10-6 1 9-5 2 9:12 AND GREATER 4- I Gd 4-40d THE 51ZE OF THE COMBINED WASTE * VENT PIPE SHALL CONFORM TO RCNY5 TABLE 4-2x12 14-1 1 12-2 2 10-11 2 COLLAR TIE TO RAFTER(FACE-NAILED) P3 1 1 1 .3 AND SHALL BE A5 SHOWN ON THE DRAWINGS. THE EXISTING STRUCTURE 15 ADEQUATE TO Roof, Ceiling & One Center Bearing Floor RAFTER SLOPE: 3:12 7- 1 Od 7- 12d G. WHEN SCHEDULED, THE CONTRACTOR 5HALL VERIFY ALL EXISTING CONDITIONS BEFORE 5UPFORT THE NEW LOADS IMPOSED BY THE R324. 1 .5 PROTECTION OF MECHANICAL AND ELECTRICAL 2-2x4 3-1 1 2-9 1 2-5 1 4.12 G_ 1 od G- 12d PER TIE 5:12 4- IOd 4- 12d UNDERTAKING WORK AND SHALL NOTIFY THE ENGINEER OF ANY AMBIGUITIES OR ENCL05ED BREEZEWAY AND CARPORT SYSTEMS. THESE SYSTEMS SHALL BE LOCATED AT OR 2-2x6 4-6 1 4-0 1 3-7 2 6:12 AND GREATER 4- 1 Od 4- 12d DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. IF ANY QUESTIONS ARISE INCL_JDING UPLIFT* SHEAR ABOVE THE DESIGN FLOOD ELEVATION PLUS FREEBOARD THE BOILER CAN HANDLE THE NEW ADDITION FOR HEATING. 2-2x8 5-9 2 5-0 2 4-6 2 BLOCKING TO RAFTER(TOE-NAILED) - 2 -8d 2- 1 Od EACH END BEFORE OR DURING CONSTRUCTION A5 TO THE INTENT OR DETAILS OF THE DRAWINGS, NO LOAD5 TO BEAR ON ANY INTERIOR WALL. AS SPECIFIED IN R323. 1 .3.3. 2-2x10 7-0 2 6-2 2 5-6 2 RIM BOARD TO RAFTER(TOE-NAILED) 2- I Gd 3- I Gd EACH END , THE CONTRACTOR SHALL CALL THE ENGINEER FOR CLARIFICATION AND/OR 832436- DESIGN AND METHODS OF PROPOSED 2-2x12 8-1 2 7-1 2 6-5 2 W A L L F R A M I N G m INSTRUCTIONS. IF THE CONTRACTOR FAILS TO FOLLOW THE AB . . ABOVE PROCEDURE, HE 3-2x8 1 7-2 1 1 6-3 2 1 5-8 2 1 N TOP PLATE TO TOP PLATE(FACED NAILED) 2- I Gd 2 - I Gd PER FOOT SHALL ASSUME ALL RESPONSIBIUTY FOR THE CONSEQUENCES OF HIS ACTIONS ENERGY NOTES CONSTRUCTION 70 BE USED MSFT THE APPLICABLE 3-2x10 8-9 2 7-8 2 6-11 2 TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4- I Gd 5- 1 Gd JOISTS-EACH 50fAND/oR DECISIONS. CRITER15 OF THE RCNYS AND HAVE BEEN PREPARED AND 3-2x12 10-2 2 8-11 2 8-0 2 STUD TO STUD(FACE-NAILED) 2- 1 Gd 2 - 1 Gd 24"O.C. 7. INSURANCE: G.C. TO FURNISH EVIDENCE OF CURRENT WORKMAN'S CALL!!CATIONS ARE VALID UP TO 5750 DEGREE DAYS. SEALED BY A REGISTERED ENGINEER. 4-2x8 8-1 1 7-3 2 4-8 2 HEADER TO HEADER(FACE-NAILED) - I Gd I Gd I G'O.C.ALONG EDGES „(1 4-2x10 10-1 1 8-10 2 8-0 2 TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2- 1 Gd 2 -40d PER STUD (" a� NEt�r r COMPENSATION, COMPREHENSIVE GENERAL LIABILITY, COMPREHENSIVE CERTIFIED CONFORMANCE FOR ZONE I 113. 4-2x12 11-9 2 10-3 2 9-3 2 BOTTOM PLATE TO FLOOK JOI5T, 5ANDJ015T,E10,1015T OR 2- 1 Gd 2- I Gd AUTOMOBILE AND OWNER'S LIABILITY INI5URANCE COVERAGE TO THE OWNER BLOCKING(FACE-NAILED) PER FOOT WOOD FRAMED FLOORS, WALLS AND CEILINGS SHALL HAVE AN APPROVED VAPOR BARRIER Roof, Ceiling & One Clear Span Floor _ PRIOR TO THE START OF CONSTRUCTION. (PERFORMANCE RATING OF 1 .0 PERM) INSTALLED ON THE "WARM-IN-WINTER SIDE" OF THERMAL 8. THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK TO 2-2x4 2-8 1 2-4 1 2-1 1 _ L O O K F R AMI N G INSULATION. 2-2x6 3-11 1 3-5 2 3-0 2J0I5T TO SILL `1. � ENSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE ENGINEER HAS NOT BEEN ,TOP PLATE OR GIRDER(TOE-NA �,i 4-8d 4- I Od PER JOIST RETAINED FOR CONSTRUCTIONS OVERSIGHT AND 15 NOT RESPONSIBLE FOR ANY WORK WINDC)W5 AND 51DING SHALL HAVE A MAX. AIR INFILTRAITON RATING OF 0.2 CRM PER 5F OF 2-2x8 5-0 2 4-4 2 3- 2 BRIDGING TO JOIST(TOE-NAILED - 2-8d 2 - 1 Od EACH END 1 _ 2-2x10 6-1 2 5-3 2 4-88 2 BLOCKING TO JOIST(TOE NAILED) 2 -8d 2- 10d EACH END PERFORMED BY THE CONTRACTOR, HIS SUB-CONTRACTORS OR HI5 AGENTS. WINDOW AREA. SWINGING DOORS SHALL HAVE A MAX. AIR INFILTRAITON RATE OF 0.5 CFM PER 2-2x12 7-1 2 6-1 3 5-5 3 BLOCKING TO SILL OR TOP PLATE(TOE-NAILED)- 3- I Gd 4- 1 Gd EACH BLOCK 9. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE STARTING 5F OF DOOR AREA. 3-2x8 6-3 1 2 5-5 2 1 4-10 2 LEDGER STRIP TO BEAM(FACE-NAILED) 3- I Gd 4- 1 Gd EACH JOIST 3-2x10 7-7 2 6-7 2 5-11 2 JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3 - 1 Od PER J015T J CONSTRUCTION $ SHALL NOTIFY THE ENGINEER OF ANY AMBIGUITIES OR DISCREPANCIES BAND JOIST TO J015T(ENE) NAILED) 13- I Gd 14- 1 Gd PER J015T BEFORE PROCEEDING W/THE WORK. IF ANY QUESTIONS ARISE BEFORE OR DURING 5KYLIC-HT SHAFTS SHALL HAVE A MINIMUM INSULATION VALUE OF R-19. 3-2x12 8-10 2 7-8 2 6-10 2 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 12 - I Gd 12- 1 Gd PER FOOT CONSTRUCTION AS TO THE INTENT OR DETAIL OF THE DRAWINGS, THE CONTRACTOR 4-2x8 7-2 1 6-3 2 3-11 2 SHALL CONTACT THE ENGINEER FOR CLARIFICATION OR INSTRUCTIONS. IF THE GARAGES - FRONT, SIDES, DOORS, INTERIOR SHALL HAVE MAX. U=0.40 4-2x10 8-9 2 7-7 2 6-10 2 R O O F S H E A T H I N G 4-2x12 ' CONTRACTOR FAILS THE ABOVE PROCEDURE, HE SHALL ASSUME ALL RESPONSIBILITY 10-2 2 8-10 2 7-11 2 STRUCTURAL PANELS: PANEL INTERIM SUPPORTS FOR THE CONSEQUENCES OF HI5 ACTIONS OR DECISIONS. ALL Fii;EPLACE5 SHALL BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTIONAIR 150-200 Roof, Ceiling & Two Center Bearing Floors _ U CFM. ALL FLUES SHALL HAVE TIGHT SEATED DAMPER WITH A MAX. AIR LEAKAGE OF 20 CFM. AL INTERIOR ZONE 8d I Od G" 1 2" 2-2x4 2-7 1 2-3 1 2-0 1 � 10.ALL CODES REFERENCES ARE NYS RESIDENTIAL BUILDING CODES-2010 UNLESS FIREP'-ACE5 SHALL HAVE TIGHT-FITTING NON-COMBUSTIBLE DOORS. PERIMETER EDGE UT B 8d 1 Od G" I " 2-2x6 3-9 2 3-3 2 2-11 2 GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d I Od 4" 4" OTHERWISE NOTED. 2-2x8 4-9 2 4-2 2 3-9 2 THE CONTRACTOR SHALL SUBMIT THE DESIGN, SIZE AND TYPE OF MECHANICAL SYSTEMS AND/OR 2-2x10 5-9 2 5-1 2 4-7 3 C E I L I N G 5 H E A T H I N G GENERAL CONSTRUCTION NOTES COMPONENTS WHICH WILL BE USED, IN SUFFICIENT DETAIL, AS REQUIRED BY THE BUILDING 2-2x12 6-8 2 5-10 3 5-3 3 GYPSUM WALLBOARD j5d COOLERS 15,1 COOLERS 7"EDGE/ 10"FIELD U DEPAP.TMENT. v / 3-2x8 5-11 2 5-2 2 4-8 2 V A L L S H E A T H I N G . ALL FOUNDATIONS SHALL REST ON UNDISTURBED 501L 2,000 P5F BEARING CAPACITY A5 PER RCNY5 o Z TABLE 401 .4. 1 ; CONTRACTOR SHALL THE LEVEL OF ACCEPTABLE BEARING STRATA VERIFIED IN THE FIELD ALL T-ERMO5TATS SHALL BE ADJU5TIBLE FROM 55 DEGREES TO 85 DEGREES FARENHEIT. i 3-2x10 7-3 2 6-4 2 5-8 2 3-2x12 8-5 2 7-4 2 6-7 2 STRUCTURAL PANELS/HARDBOARD: PANEL INTERM LLQ PRIOR TO PERFORMING ANY WORK. BOTTOM OF FOOTINGS SHALL BE INSTALLED DOWN TO FROST LEVEL EDGES SUPPORTS W J ALL DUCTS AND PIPES SHALL BE INSULATED AS REQUIRED BY CODE. 4-2x8 6-10 2 4-3 2 3-10 2 INTERIOR ZONE 8d 10d 4" 4" PER RCNY5 8301 .2. 1 OR SHALL PROVIDE FOR HYDROSTATIC PRESSURE PER RCNY5 R404. 1 .3 / 4-2x10 8-4 2 7-4 2 6-7 2 4'EDGE ZONE _ 8d I Oct 4" 4" 2 ALL CONCRETE SHALL CONFORM TO REEQUIREMENTS AND RECOMMENDATIONS OF ACI-301-9G HVAC CONTRACTOR SHALL VERIFY HEAT L055 CALCULATIONS. 4-2x12 9-8 2 8-6 2 7-8 2 FIBERBOARD PANELS: CZ C) "SPECIFICATIONS FOR STRUCTURAL CONCRETE (FOR BUILDINGS" (FC'=3,000 PSI); ALL EXPOSED Roof, Ceiling & Two Clear Span Floors 7/1 G" Gd 3"EDGE/G"FIELD zLLJ SLABS, GARAGE SLABS AND STEPS SMALL BE 3500 PSI AIR-ENTRAINED. REINFORCING STEEL SHALL ALL C_.I_LAR AND/OR BASEMENT DOORS SHALL BE INSULATED. 25/32" 8d - 3"EDGE/G"FIELD �/ T7 � Q 2-2x4 2-1 1 1-8 1 1-6 2 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ I O"FIELD 11__I = Lf) 0 CONFORM TO ASTM A-G 15 GRADE GO). ALL CONCRETE TO CONFORM TO COMPLIANCE VALUES PER THE EFIGINEER CERTIFIES THAT TO THE BEST OF H1 KNOWLEDGE, BELIEF AND PROFESSIONAL 2-2x6 3-1 2 2-8 2 2-4 2 PARTICAL BOARD PANELS _ 8d 8d SEE MANUFACTUREP, W - RCNY5 TABLE R402.2. OX2-2x8 3-10 2 3-4 2 3-0 3 F L O O R S H E AT HI N G Z lL d- 3, ALL CONCRETE BLOCK SHALL BE FILLED * CONFORM TO ASTM C90; MORTAR SHALL BE JUDGEMENT THAT THE PLANS ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION CODE OF 2-2x10 4-9 2 4-1 3 3-8 3 rr^ TYPE "M" ALL BLOCK SHALL BE DOWELED TO FOUNDATION/FOOTONG OR A KEYWAY NEW YSRK STATE. STRUCTURAL PANELS: �l 3-2x12 5-6 3 4-9 3 4-3 3 m 4-2x8 4-10 2 4-2 2 3-9 2 1"OR LE55 8d 1061 G"EDGE/ 12"FIELD W 0 X SHALL BE PROVIDED. 4-2x10 5-11 2 5-1 2 4-7 3 GREATER THAN I" I oci I Gd G: EDGE/ 1 2"FIELD G.C. SHALL APPLY ONE COAT OF 0 , 3-2x12 6-10 2 5-11 3 5-4 3 0 4. THERMAL * MOISTURE PROTECTION: BITUMINOUS DAMPROOFING TO THE EXTERIOR FACE OF ALL FOUNDATION oo LLJ ® 1 50' � 4-2x8 5-7 2 4-10 2 4-4 2 WALLS PER MANUFACTURE'S RECOMM, UNLESS OTHERWISE INDICATED, BATT R� Q01 4-2x10 6-10 2 5-11 2 5-3 2 =- J - INSULATION SHALL BE FOIL-FACED, FIBERGLASS, R-VALUE AS PER THE PLAN ( X40" 4-2x12 7-11 2 6-10 2 6-2 3 (S) U O REFERENCES. DAMP PROOFING SHALL BE PROVIDED FOR PER RCNY5 R40G. Y IL r_ �.i 11_ L9 5. ALL FRAMING MEMBERS SHALL BE DOLJG-FIR#2; PROVIDE (2) 2x8 HEADER OVER ALL CODE ANALYSIS WALL OPENINGS, UNLESS OTHERWISE INOTED. INSTALL "CATS" AT MID HEIGHT POINTS OF WALLS AND CR055-5RIDGING OF MID-SPAN POINTS OF FLOOR JOISTS. BLOCK ALL HORIZONTAL SHEATHING AT EXTERIOR WALLS PER WOOD FRAME CONSTRUCTIONEXPOSURE MANUAL (WFCM) CATEGORY G. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL WALLS AND UNDER F-�-I OCCUPANCY BATHTUBS. PROVIDE 51MP50N HANGER CONNECTIONS AT ALL FLUSH STRUCTURAL H LOAD BEARING CONDITIONS. \ Residential 7. MICRO-LAM GIRDERS (ML) SHALL BE LAMINATED VENEER LUMBER WITH E=2,000,000 PSI, FB=2800 P51 AS MANUFACTURED BYTRU5-JOI5T MCMILLAN. REFERENCE STANDARDS W J N 8. EXTERIOR WINDOWS AND GLA55 DOORS SHALL BE IN ACCORDANCE WITH SECTION RG 13. ALL N r� GLAZING 15 TO COMPLY WITH SECTION 8308/ R301 .2. 1 .2. Residential Code of New York State - 20 10 d� Wood Frame Construction Manual AF PA-2001 9. STAIRWAYS SHALL BE INSTALLED IN ACCORDANCE WITH RCNY5 SECTION R3 1 1 .5 AND HANDRAILS \ Climate Zone: I I B SHALL BE PROVIDED IN ACCORDANCE WITH RCNY5 SECTION R31 1 .5.G. MAINTAIN ENCLOSED De ree Days 5750 0 STORAGE AREA- 10. 9� g IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A MOISTURE VAPOR RETARDER SHALL BE INSTALLED ON THE MODIFY TO BE 2.9' DESIGN LOADS WARM-IN-WINTER 51DE OF THE INSULATION IN ACCORDANCE WITH SECTION R3 18. SET BACK OFF Decks: 40 psf W a� 1 1 . INSULATION SHALL HAVE A FLAME-SPREAD OF NOT GREATER THAN 25 AND A SMOKE DEVELOPED PROPERTY LI E ,"18 d Attics: 20 psf INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION R3 15. !g2 \ --{ 12. WALL AND CEILING FINI5HE5 SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 25 AND o Rooms (other than sleeping rooms): 40 psf w A SMOKE DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION P1315. 8s' ^ Sleeping Rooms: 30 psf o zq Stairs: 40 psf 13. LAP SIDING SHALL BE D4 VINYL 51DING INCLUDING ALL CORNER, WINDOW AND ( �' 8 c) DOOR TRIMS TO PROVIDE WORKMANSHIP REQUIRED FOR ADEQUATE o Handrails: 200 # MOISTURE PROTECTION AND FOR A COMPLETE INSTALLATION. �O 24 Roof: 20 psf (ground snow load) N co�,� `q5 DEAD LOADS: 10 psf rTl W 14, INSULATING SHEATHING SHALL BE CL05ED-CELL EXTRUDED POLYSTYRENE SHED g• 8' lZ2,O \ �w� ,,��// w FOAM, THICKNESS AS INDICATED, FASTENED PER MANUFACTURE'S RECOMM. 1.45 2 1 G. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE AND ALL DECK AND PORCH FRAME Io.HED q q ►-� Q SUB-STRUCTURE SHALL BE ACQ1 PRESSURE TREATED. ALL FASTENERSFOR PRESSURE q TREATED WOOD SHALL BE HOT DIPPED ZINC-COATED GALVANIZED OR STAINLESS SHEDS 1.9' o ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ^ G ^� 1361 STEEL PER RCNY5 R3 19.3 ° \ STRUCTURAL MEMBER DE ALLOWABLE C 1 STORY ON I � o N I DWELFRALjIIVG N Rafters having slopes greater than 3/12 U150 Q W O lV with no finish ceiling attached to rafters. 01 \ i Interior walls and partions. H/180 W Floors and plastered ceilings. UC)3GO W W O All other structural members. U240 z I Exterior walls with plaster or stucco finish. H/3G0 2.9 ~ -' i Exterior walls-wind loads(a) with brittle fin15he5• 0240 C? ALL INFORMATION DEPICTED WITHIN THESE DRAWINGS DETAIL ACTUAL CONDITIONS. THEY ARE \ I Exterior walls-wind loads(a) with flexible U120 W �PROX finishes. z W DERIVED FROM VISUAL INSPECTION, HOMEOWNER'S RECOLLECTION ANFJ TYPICAL BUILDINGHIGH ��Icr1E W _ WATER A� a - LINE Note: L= s an len th, H= span hei ht PRACTICES AT THE TIME OF THE CONSTRUCTION. A MORE INVASIVE IN,5PECTION CAN BE MADE AT - - 19.8 - - - _ _ I 5pan p g OD (a) The wind load shall be permitted to be taken as 0.7 times THE REQUEST OF THE GOVERNING MUNICIPALITY. 199-- I the Components and Cladding loads for the purpose of the FDO TI G 12• determining deflection limits herein. 7.501 _ BULKHEAD - - D In OWNER/OWNER'5 AGENT SHALL ENSURE THAT THE CONSTRUCTION, NEWOR EXISTING COMPLIES , ~ I - O m WITH THE DESIGN DRAWINGS. ALL CONSTRUCTION AND MATERIALS SHALL DE MODIFIED TO Gp��E NE CLIMATIC GEOGRAPHIC DESIGNI CRITERIA TABLE R301 . 20 ) CD o CONFORM WITH THE DESIGN DRAWINGS BY THE OWNER OR HIS AGENT. C�EE WIND DESIGN SUBJECT TO DAMAGE Q z r Lu - CONTRACTOR SHALL MEASURE AND CONFIRM ALL DIMEN51CN5 PRIOR 10 ORDERING ANY NEW OR GROUND Wind Ice ' Q 1-- REPLACEMENT WINDOWS, DOORS AND OTHER EQUIPMENT AND MATERIALS. OWNEP,/AGENT TO PLOT PLAN SNOW Special Borne SEI_ 1GNMIC Frost WINTEN Barrier FLOOD AIR MEAN � � � p SELECT/APPROVE FINAL MATERIALS, EQUIPMENT, FIXTURES INCLUDING COLOR AND STYLE. Speed Topographic Wind Debris DESIGN weathering Line TermiteDE51GNUnderlayment HAZARDS FREEZING ANNUAL SCALE: 1 "=30' LOAD (mph) Effects Region Zone CATAGORYI Depth TEMP Required INDEX TEMP Site Plan Information from tvlod SEE In PJM Land Surveying, PLLC 20 PSF 130 B NO 2 C SEVERE 3-0" to 15 deg NA PLANS 599 51 XWest Sayville, NY Hea EXAM. N O o� N O N L Q N ca L O 7 MAINTAIN BREEZEWAY- ENCLOSED N AND CONVERTED TO LIVING SPACE- (New Bathroom * Bed Rm Expansion) (Roof was EX151ti n�j Part of Breezeway) N MAINTAIN ENCLOSED STORAGE AREA- MODIFY TO BE 2 . 9 SET BACK OFF Ex15t House PROPERTY LINE U � FlEl / LLJ � — o tw / v 010 z 0 20210 / �D UA WLLT __I Grade Grade z CL/ V 3068 W Q W Z p> —lool17'-4" 11'-2" 9'-7" 14'-3" 10'-10" z (,D0 LL C) 64'-1„ 10 C55 - CO � :� 0000 FRONT ELEVATION c=n � U0m FL >' SCALE: 114" = I '-0" W Q W O H W � � W MAINTAIN ENCLOSED STORAGE AREA- N Q WW RECONSTRUCT TO BE 2 . 9i OFF w > �> W PROPERTY LINE Ex15t House Beyond ►-� x Q o O � o ►� W � o Ex15t House Beyond W � 0 �-+ O `fl ►--� Z Grade Grade F--I � W LU Ln 18 -9 W RIGt-1T SIDE ELEVATION O 8 z � — SCALE: 114" = 1 '-0" Q o W o N O N O 4-1 L Q a� m 13,-8op „ i o 21'-0" Fla nt er Ln > Steps up to Deck Roof Line (Tyl2 N O0 J Den of ivwr 5'-0„ '. Opfo-elan Open MAINTAIN DECKMAINTAIN BREEZEWAY- ENCLOSED I � U Den AND CONVERTED TO LIVING SPACE- Dn Km (New Bathroom Bed Rm Ex an51on) z OCIO Rid e Line O Cst \ z C 0 0 23'-11" MAINTAIN ENCLOSED CARPORT- w = � � �, � i zcn �o � — REC O N ST RU CT TO BE 2 . J SET — "- o "T o Laundry �f 0 x Oen Roof Over \� BACK Off PROPERTY LINE 0 03 Kitchen p <, X15t �� =' U � m Bathrm 0 � cst � � � U Maintain \ Maintain Enclosed, L) Removed Carport Wall to W 5/-.5"1 Roof Over EXISt Wail >< Remain Q Ste Bedrm ��. 3'_4„ 2,9 \ \ Ne � Planter Ln Ba h rm EXISt W � Expanded - Gara e � Wood Deck On-Grade Bed RM ,o \ Exist Carport Wall To `9 Area -' Be Removed O Le 15,-3„ 4'-5" New Location of Wall W and Foundation to 2434 2020 N° 2.9' Off Property Line 'z Roof Line (Typ) N W ° W Q O T-7" Maintain Endd I Carport Q z with New Wall Wall to De Rem d x Q Roll-Up Door Location . 202-10 -13 3068 2 -71) O W O 1 10'-10" \ Z Y �° W Maintain Enclosed Storage Area Front Z Wall, with New Door01 17'-4" 20'-10" 14'-1" and Window 52'-3" LEGEND �ll O EXISTING WALLS TO REMAIN - NO CHANGE F--i EXISTING WALLS TO BE REMOVED i Q LLJ lS� C EXISTING WALLS ALREADY REMOVED O i-10USE DECK FLAN C— _ "— -1 NEW INTERIOR WALL- 2"X 4"WOOD STUD @ I G" O.C. W Q CD Q SCALE: LL- /�n = -O�� NEW CONCRETE FOUNDATION WALL Q W ® NEW FOST DOWN TO FOUNDATION, INSTALL (s) C� J C� NEW FOOTING IF NONE EXISTING 2630 WINDOW/DOOR DIMENSION 2'-G" X 3'-0" (2630) C.N. 8'-2" CEILING HEIGHT N LU52G-SIMPSON 930 LB UPLIFT O NAIL AS PER MFG. REQ. N 4-1 O D JOIST HANGER DETAIL /� Q SCALE = NONE A 3'-4" /_ N O 1-1/4" W X 20 GAGE GALV. STRAP N (SEE PLAN FOR QUANTITY OF NAILS) ALSO COMMON NAILSSLAB ON GRADE U -TOENAILED- REQUIRED FOR SHEAR * LATERAL BRACING PER WFCM UNEXCAVATED 2001 - TABLE 3.4A (Pitch Toward Entrance) _ REQUIRED CAPACITY OF 4" P.C. SLAB W/ 6"xG" 0 / I 0 c� RAFTER CONNECTOR; 269 PLP (WFCM-2001 TABLE 3.4) (WFCM-2001 TABLE 3.4A) W.W.M. ON G MIL. VA OR BARRIER N WHEN NAILED PER MFG'S REQ. Provide 4"-Min. Bas Course WALL CONSTRUCTION (TYP) PLYWOOD ON 2 X 4 STUDS @ 16" O.C. Simpson Strong-Tie- H2 Shown (May Be Used) No New Enclosed UPLIFT CAPACITY 335 LBS N'o Storage Area Wall �4f Foundation h,�T�' I� '�. •� RAFTER TO WALL CONNECTION Exlst Garage Exist Garage + UTILIZE/WALL STUDS ALIGN DIRECTLY WITH RAFTERS Pitch Slab Toward Do 4 SCALE = NONE Per 8309.3 20210 J� V A 3068 A A A Line (T-YP)--- — D STRAPPING: U 1-1/4"WX20GA. @ 16"O.C. - 101 _10" (L NAIL AS PER WFCM 2001- TABLE 3.4B WRAP AROUND 51LL PLATE LUZ E EXTEND UP EACH STUD I'-O"HIGH ABOVE z BOTTOM PLATE EQUAL NUMBER OF SPECIFIED � NAILS IN EACH END > ANCHORBOLT5 MAINTAIN ENCLOSED STORAGE AREA n W J PER WFCM 2001 TABLE Q- 3.28-45"O.C.FOR 5/8" U N D AT I O N 1= LA N DIA. 3"X WA51-IER RECONSTRUCT TO BE 2 . 0 ' SET BACK _ w Q SCALE: 1 /4" - 1 '-011 z o In O E E F RO l�E RTY LINE nU _ = STUD SCALE: 1 /4" 1 '-011 TO P.C. FOUNDATION DETAIL � z UI O I SCALE = NONE LU X F=OUNDATION NOTES w Q Q m 10 T- . ALL FOUNDATIONS SHALL REST ON UNDISTURBED SOIL 2,000 PSF BEARING CAPACITY; A MIN. n — U O m OF 3'-0" BELOW GRADE. CONTRACTOR SHALL CONFIRM THE LEVEL OF ACCEPTABLE BEARING STRATA AN D VEKI FY I N TH E FI ELD PRIOR TO PERFORM I NG ANY WORK. 2. AT A MINIMUM ALL CONCRETE SHALL COI�!E-OKM TO RCNYS TABLE 8402.2 FOR SEVERE EXIST ROLLED ROOFING MATERIAL WETHERING POTENTIAL; W SIMPSON HDU8-SD52.5 ( . , A ROOF DECK A. BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO Q HOLD DOWN I " EXTERIOR PLYWOOD ROOF WHEATHER SHALL BE FC'=3,000 PSI p SCALE = NONE I SH H EATH I N FELT BUILDI PAPER. B. BASEMENT, FOUNDATION, EXTERIOR WALLS � OTHER VERTICAL CONCRETE EXPOSED TO THE ANCHOR BOLT SPECIFICATION 2"X8'LEDGER BOARD IAGBOLTED WEATHER SHALL BE FC'=3,000 PSI * SHALL BE AIR ENTRAINED (5% < AIR CONTENT < 7%O). (REQUIRED FOR ALL NEW CONSTRUCTION ONGOGALOVAMZEDITHROUGIHBOLT R.R. 2"x G" C. SLABS, PORCHES AND STEPS EXPOSED TO THE WEATHER SHALL BE FC'=3,500 PSI AIR AND/OR NEW ADDITIONS) 4 WASHER @ I 6"O.C. @ 16" O.C. 2"X 4" TOP PLATES ENTRAINED CONCRETE. TYPICAL SPACING TYPICAL CORNERS — 39'OC (5/8'Bolt) D. BASEMENT SLAB TO BE MIN. 4" THICK POURED CONCRETE. N./ ,2•MAX. A (2 2"X 6" fidr E. GARAGE SLAB TO BE 4" PUKED CONCRETE W/G"xG"xG/G STEEL MESH REINFORCING, 3,500 ) B PSI CONCRETE. 1 0 � 0 W 16 1 3. FOUNDATION WALLS SHALL EXTEND G-IN. MIN. ABOVE FINISHED GRADE PER RCNYS 8404. I .G01 '� m 1 TABLE 3.2C - WFCM 2001 WALL CONST CTION TYP 4, ALL CONCRETE SHALL ALSO CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF W ANCHOR BOLT SPACING PLAN SILL OR BOTTOM PLATE TO OUNDATION - f C Grade PLYWOOD O 2 X 4 STUDS @ l G" O.C. ACI-3 18 * ACI-301 -9G "SPECIFICATIONS FOR STRUCTURAL CONCRETE (FOR BUILDINGS" W Q c ANCHOR BOLT CONNECTION RESIST UPLIFT EXPOSURE B s : - j; D (FC'=3,000 PSI). REINFORCING STEEL SHALL CONFORM TO ASTM A-G 1 5 GRADE GO. N W FASTEST MILE WIND SPEED FASTEST MILE WIND SPEED f";•;«: •'�: W W `''V (MPH) (MPH) 5. ALL CONCRETE BLOCK SHALL BE FILLED CONFORM TO ASTM C90; MORTAR SHALL BE TYPE "M". 110 120 110 120 l ^ O G. THERMAL * MOISTURE PROTECTION SHALL BE PER RCNYS R40G. I * R40G.2: G.C. SHALL APPLYF---1 F—I ANCHOR BOLT FOUNDATION 10'-1 SLAB N GRADE ONE COAT OF BITUMINOUS DAMPROOFING TO THE EXTERIOR FACE OF ALL FOUNDATION WALLS Q CONNECTION SUPPORTING FOUNDATION SUPPORTING 8' END ZONES INTERIOR ZONES UN CAVATED PER MANUFACTURE'S RECOMM. UNLESS OTHERWISE INDICATED, BATT INSULATION SHALL BE itch Toward Entrance) II Cn P4 11 11 FOIL-FACED, FIBERGLASS, R-VALUE AS PER THE PLAN REFERENCES. Q 24 o Sill Plate to Foundation SECTION A-A 4 P.C. SLAB W/ G x6 1 0 / 101. w ' O (Uplift Loads) 1 -3 Stories I - STORIES 30 33 45 38 W.W.M. ON G MIL. VAPOR BARRIER 7. ALL EXTERIOR CORNERS INSIDE * OUTSIDE CORNERS SHALL BE BRACED W/ 1/2" CDX PLY., U w Provide 4"-Min. Base Course NAILING SCHEDULE SHALL BE 8d COMMONS @ I G" O.C. AT ALL EDGES * 8d COMMONS @ ALL SCALE: 1 /4" = P-0" INTERMEDIATE STUDS. (APPROVED DIAGONAL CORNER BRACES BOTH DIRECTIONS AT ALL W a CORNERS). — 8. ALL COLUMNS OR SOLID FRAMING SHALL EXTEND DOWN THROUGH ALL LEVELS AND TERMINATE LEGEND TABLE 8402.2 - RCNYS AT THE CELLAR FLOOR AND BE SUPPORTED BE A THICKENED SLAB, GRADE BEAM, OR FOOTING Z MINIMUM COMPRESSIVE STRENGTH OF CONCRETE DESIGNED TO CARRY THE LOAD. 0 EXISTING WALLS TO REMAIN - NO CHANGEtill MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'c) 9. PROVIDE #4 HOOKED DOWELS 1 '- 0�i LONG INTO EXIST. FOUNDATION WALL AT 12" O.C. VERTICAL EXISTING WALLS TO BE REMOVED TYPE OR LOCATION OF CONCRETE CONSTRUCTION \Aleatherin a Potential SECURED W/ HIGH STRENGTH, NON-SHRINK EPDXY GROUT (TYP) C ----1 EXISTING WALLS ALREADY REMOVED Negligible Moderate Severe p Ln -1 NEW INTERIOR WALL- 2"X 4"WOOD STUD @ I G" O.C. Basement walls, foundations and other concrete not 10. ALL CONCRETE EXPOSED TO WEATHER SHALL BE 3,500 PSI - REFER TO TABLE 8402.2 (This � 2,500 2,500 2,500Oz exposed to the Sheet)) ID (s) ' NEW CONCRETE FOUNDATION WALL (!� z E O B Basement Slabs and interior slabs on grade, except LL < 2,500 2,500 2,500 < Q ® NEW POST DOWN TO FOUNDATION, INSTALL garage floor slabs NEW FOOTING IF NONE EXISTING Basement walls, foundation walls, exterior walls and CONTRACTOR SHALL PERFORM A TEST HOLE AND CONFIRM THE CONDITIONS AND BEAR n o —' o 2630 WINDOW/DOOR DIMENSION 2'-G" X3'-0" (2630) other vertical concrete work exposed to the weather 2,500 3,000 3,00o CAPACITY OF SOILS AND EXISTING FOUNDATION PRIOR TO PERFORMING WORK. C.H. 8'-2" CEILING HEIGHT Porches, carport slabs and steps exposed 2,500 3,000 3,500 to the ANY DISCREPANCY OR DEVIATION FROM THE SPECIFICATIONS SHALL BE BROUGHT TO THE weather, and garage floor slabs ENGINEERS ATTENTION PRIOR TO PERFORMING WORK. vo 33D, 'F l E31-111-C)ING REVIEW NOTE GENERAL PROJECT NOTES R502.5(l) Table �xP ae TOWN JILDING PLANS EXAMINER HAS REVIEWED THE ENCL05ED -GIRDER&HEADER SPANS FOR 1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OP THE RESIDENTIAL CODE OF NEW DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS EXTERIOR BEARING WALLS YORK STATE (RCNY5)-2010; ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ANY of THE TOWN OF I SLIP A5 SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL (GROUND SNOW LOAD 30 PSF) NAILING SCHEDULE {EXPOSURE "B") (WEEN-200 I TABLE 3. I OTHER CODES AND AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN AND CODE C1=THE STATE OF NEW YORK-20 i 0. THIS REVIEW DOES NOT _ ARRANGE FOR ALL REQUIRED PERMITS, INSPECTION, CERTIFICATES AND TESTS. GUARANTEE COMPLIANCE WITH THAT CODE. THAT RESPONSIBILITY 15 JOINT DE5CR11"TtON NUMBER pF NUMBER pF 2, 51TEWORK: G,C. SHALL COORDINATE ALL 51TEWORK WITH REQUIREMENTS OF GUARANTEED UNDER THE SEAL AND SIGNATURE OF THE STATE OF NEW HEADERS COMMON NAILS BOX NAILS NAIL SPACING SIZE SPAN NJ SPAN NJ SPAN NJ THE PLANS AND SPECIFICATIONS, CLEARING, EXCAVATION, BACKFILL AND YORK LICENSED DE51GN PROFESSIONAL OF RECORD. THAT SEAL AND SUPPORTING ROOF FRAMI NG FINISH GRADING SHALL BE PERFORMED UNDER THI5 CONTRACT, STOCKPILE SIGNA11RE HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE20 1 ss 36 RAFTER TO TOP PLATE(TOE-NAILED) 3_15d 3- i0d PER RAFTER TOPSOIL W6-EN STRIPPING FOR EXCAVATION. ALL DEBRIS SHALL BE REMOVED BEST OF THE UCEN5EE'5 BELIEF AND INFORMATION THE WORK IN THE Roof & Ceiling CEILING J015T TO TOP PLATE rEP(rLEI�) 4-8d 4- 10d PER JOIST CEILING JOP57 70 PARALLEL RAFTER(FAG'F-NAILED) (HEEL JOINT} FROM THE ' r�PERTY A.IdD DISPOSED OF OFF SITE, LANDSCAPE PLANTING DOGUL.1`_NT 15: 2-2x4 3-6 1 3-2 1 2-10 1 RAFTER SLOPE: 3:1 2 1 1 - IGd 1 1 -40d SHALL r TtiY PJER. 'ACCURA11 2-2x6 5-5 1 4-8 1 4-2 1 4:12 8- 16d 8-40d 3, ALL Elf; WOR' 'CALL CONFORM TO LOCAL, NEC AND UNDERWRITERS "CONF�J"�F"5 WITH GOVERNING CODES APPLICABLE AT THE TIME OF THE 2-2x8 6-10 1 5-il 2 S-4 2 5:12 7- I Gd 7-40d EACH LAP Y;R 5UBK,11551ON 2-2x10 8-5 2 7-3 2 6-6 2 7:12 5- IGd 5-40d LABOPA, f:C7UIR' _ ITS• "CONFCtJAF)WITH REA50NADLE STANDARDS of PRACTICE AND WITH VIEW BII• , IN,_ 'LL ALL WATER, WASTE, SOIL, AND VENT PIPING IN STRICT ACCORDANCE WITH TO Rif,, SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE 2-2x12 9-4 2 8-5 2 7-6 2 9:12 AND GREATER 4- IGd a-d0d 4. PLUM THE RCIIl'S-2010 PLUML3'NG CODE CHAPTERS 25-32 AND ALL LOCAL CODES HAVING IS TH' !?>:aPON51BILITY OF THE LICENSEE 3-2x8 8-4 i 7-5 i 6-8 1 CEILING 1.01"E. 3:12 1 1IGd 1 1 - d LAFS OVER PARTITION(FACE NAILED} 3-2x10 10-6 1 9-1 2 8-2 2 RP FTER SLOP - 0 JUR15D'CTION. 3-2x12 12-2 2 10-7 2 9-5 2 4'1 8- IGd 8-40d 5:12 7- IGd 7- d 5, 5ANITARY DRAINAGE PIPING SHALL CONFORM TO RCNY5 CHAMP,30 AND SHALL BE 4EACH LAP 0 aTRUC'TUfe.AL STATEMENT MECAHNIGAL STATEMENT d PVC-DMV PIPE* FITTINGS MEETING ASTM D2GG5 PER 4-2x10 11-8 1 100-TABLE 1`3002. 1 t P3002,2. 4-2x8 9-2 1 - 1 7-8 1 7:12 5' IGd 5-406 1 9-S 2 9:12 AND GREATER 4- 1 bd a-4od THE SIZE of THE COMBINED WASTE 4 VENT PIPE SHALL CONFORM TO RCNY5 TABLE 4-2x12 14-1 1 12-2 1 2 10-11 2 COLLAR TIE TO RAFTER(FACE-NAILED) P31 1 1 .3 AND SHALL BE AS SHOWN ON THE DRAWINGS. THE M`711NIG STRUCTURE 15 ADEQUATE TO Roof, Ceiting & One Center Bearing Ftoar RAFTER5LOPEr 3:12 7- 10d 7- 12d SUPPOF:T "'1E NEW LOADS IMP05ED BY THE 4:12 G- 10d G- 12d PER TIE G. WHEN SCHEDULED, THE CONTRACTOR 51HALL VERIFY ALL EXISTING CONDITIONS BEFORE �,� 8324,I .5 PROTECTION OF MECHANICAL AND ELECTRICAL 2-2x41-7-2 3-1 1 2-9 i 2-5 1 5:12 4- IGd 4- 12d ENCLO5E 3REEZEWAY AND CARPORT 2-2x64-6 1 4-0 1 3-7 2 6:12 AND GREATER 4- IGd 4- 12d UNDERTAKING WORK AND SHALL NOTIFY THE ENGINEER OF ANY AMBIGUITIES OR SYSTEMS. THESE SYSTEMS SHALL BE LOCATED AT OR DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. IF ANY QUESTIONS ARISE INCLUD'NIG UPLIFT*SHEAR ABOVE THE DF51GN FLOOD ELEVATION PLU5 FREEBOARD THE BAILER CAN HANDLE THE NEW ADDITION FOR HEATING. 2-2x85-9 2 5-0 2 4-6 2 BLOCKING TO RAFTER(TOE -NAI D 2-8d 2- IGd EACH END (J'� BEFORE OR DURING CONSTRUCTION A5 TO THE INTENT OR DETAILS Of THE DRAWINGS, NO LOA';'_TO BEAR ON ANY INTERIOR WALL. A5 SPECIFIED IN R323. 1 .3.3. 2-2x107-0 2 6-2 2 5-5 2 RIM BOARD TO RAFTER(TOE-NAILED) 2- IGd 3- IGd EACH END THE CONTRACTOR SHALL CALL THE ENGINEER FOR CLARIFICATION AND/OR R324.3.G- DESIGN AND MEfHOD5 OF PROPOSED �-2x12 2 7-1 2 5-5 2 INSTRUCTIONS. IF THE CONTRACTOP,FA�Il.S TO FOLLOW THE ABOVE PROCEDURE, HE 3-2x8 1 6-3 2 5-8 2 y`' A L L FRAM I N C CONSTRUCTION TO BE USED MEET THE APPLICABLE TOP PLATE TO TOP PIATE FACED NAILED) 2- I6d 2- IGd PER FOOT ENEIRG`r' NOTES 3-2x10 8-9 2 7-8 2 6-11 2 SHALL ASSUME ALL RESPONSIBILITY FOR THE CONSEQUENCES OF HIS ACTIONS TOP PLATES AT tNTEf25ECT1ON5(FACE-WF.fLED) 4- IGd 5- IG6 JOISTS-EACH SIDE —- CRITERI5 OF THE RCNY5 AND HAVE BEEN PREPARED AND 3-2x12 10-2 2 8-11 2 8-0 2 STUD TO STUD FACE-NAILED 2- IGd 2- 16d 24.O.C. AND/OR DECISIONS. CALCUV',T IC�J;�ARE VALID UP TO 5750 DEGREE DAYS. SF-ACED BY A RI G15TERED ENGINEER. 4-2x8 a-1 1 7-3 2 4-8 2 HEADER TO HEADER FACE-NAILED I6d IGd 10 O.C.ALONG COGE9 7, INSURANCE: G.C. TO FURNISH EVIDENCE OF CURRENT WORKMAN'S 4-2x10 10-1 1 8-10 2 $-0 2 TOP pR BOTTOM PLATE TO STUD(ENDJIAILED) 2- I6d 2-40d PER STUD N'� COMPENSATION, COMPREHENSIVE GENERAL LIABILITY, COMPREHENSIVE CERTIFIC"0 CJ'JPORMANCE FOR ZONE I i B. BOTTOM PLATE TO FLOOR J015T,BANG?. )IST, ENDJOIST OR AUTOMOBILE AND OWNER'S LIABILITY INSURANCE COVERAGE To THE OWNER 4-2x12 11-9 2 10-3 2 9-3 2 2- IGd 2- IGd PER FOOT WOOD FRAME) FLOORS, WALLS AND CEILINGS SHALL HAVE AN APPROVED VAPOR BARRIER Roof, Ceiling & One Clear Span Floor BLOCKING(FACE-NAILED) ,,`�► PRIOR TO THE START OF CON5TRUCTION, (PERFOKMANCE RATING OF 1 .0 PERM) INSTALLED ON THE"WARM-IN-WINTER SIDE"OF THERMAL 2-2x4 2-8 1 2-4 1 2-1 1 F L O O R F R A M I N G 8. 111E OWNER SHALL ARRANGE FOR 5UPERV15ION OF THE CONSTRUCTION WORK TO IN5ULA1'"f`.! ENSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS, THE ENGINEER HAS NOT BEEN 2-2x6 3-11 1 3-5 2 3-0 2 JOISTIN 51 TOP PLATE AI � GtRDER )E-NAILED 4-U 2- 1oil PER END RETAINED FOR CON5TRUCTION5 OVER51GHT AND 15 NOT RESPONSIBLE FOR ANY WORK WINDOU'3 ANI)SIDING SHALL HAVE A MAX. AIR INFILTRAITON RATING OF 0,2 CRM PER SF OF 2-2x8 5-0 2 4-4 2 3-10 2 BRIDGING TO JOIST TAE-NAILED 2-8d 2- IGd EACH END " PERFORMED BY THE CONTRACTOR, 1-115 5U8-CONTRACTORS OR HIS AGENTS. WINDOV/AFfA. SWINGING DOORS SHALL HAVE A MAY, AIR INFILTRAITON RATE OF 0.5 CFM PER 2-2x12 7-1 2 6-1 3 2-2x10 6-1 2 5-3 3 4-8 2 BLOCKING TO JOIST OE NAILED 2- 2- d EACH ENO? ; 9, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE STARTING 5F of E()()R AREA. 5-5 3 BLOCKING TO SILL 0R TOP PLATE OE-1 ntLED 3- 1 IGd 4- l 1 GGd EACH BLOCK 3-2x8 6-3 2 5-5 2 4-10 2 (EDGER STRIP TO BEAM(FACE-NAILED) 3- IGd 4. IGd EACH JOIST CONSTRUCTION t SHALL NOTIFY THE ENGINEER OF ANY AMBIGUITIE5 OK 015CREPANCIE5 3-2x10 7-7 2 6-7 2 5-11 2 JOfST ON LEDGER TO BEAM TOE-NAILEC 3-8d 3- ►Od PER JOIST BEFORE PROCEEDING W/THE WORK. IF ANY QUESTI0N5 ARl5E BEFORE OR DURING 5KYL.IGH'. (3HAFT5 SHALL HAVE A MINIMUM INSULATION VALUE OF R-19. BAND JOIST TO J0157 END NAILED 3- IGd 4- 1 Gd PER JOIST CONSTRUCTION A5 TO THE INTENT OR DETAIL OF THE DRAWINGS, THE CONTRACTOR 3-2x12 8-10 2 7-8 2 6-10 2 BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 1.2- IGd 12- 1 c PER FOOT 4-2x8 7-2 1 6-3 2 3-11 2 p ROOF S H E A T H I N G SHALL CONTACT THE ENGINEER FOR CLARIFICATION OR INSTRUCTIONS, IF THE GARAGE: - F„C7NT, SIDES, DOORS, INTERIOR SHALL HAVE MAX. U=0.40 4-2x10 8-9 2 7-7 2 6-10 2 CONTRACTOR FAILS THE ABOVE PROCEIDURE, HE SHALL A55UME ALL R.E5FON51BILITY 4-2x12 10-2 2 B-10 2 7-11 2 PANEL INTERM STRUCTURAL PANELS: ALL FIRITLACES SHALL BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTIONAIR 150-200 Roof Ceftin & Two Center Bearing Floors EDGES SUPPORTS U FOR THE CONSEQUENCES OF H15 AGTIGNS OR DECISIONS. g g CFM. ALL FLUES SHALL HAVE TIGHT 5EATED DAMPER WITH A MAX. AIR LEAKAGE OF 20 CFM. AL INTERIOR ZONE 8d f Od G' 12" 10,ALL CODES REFERENCE5 ARE NY5 RESIDENTIAL BUILDING CODE5-2010 UNLE55 FIREPLAPERIMETER EDGE ZONt 8d I Od 12" 't5 SHALL HAVE TIGHT-FITTING NON-COMBUSTIBLE DOORS. 2-2x4 2-7 1 2-3 1 2-0 i d- 6' 2-2x6 3-9 2 3-3 2 2-11 2 GABLE ENDWALL RAKE WITH LOOKOUT 13-OCK 8d 10d 4' 4- ^ OTHERWISE NOTED. 2-2x8 4-9 2 4-2 2 3-9 2 I /� THE C0111RACTOP,SHALL SUBMIT THE DESIGN, 512E AND TYPE OF MECHANICAL SYSTEMS AND/OR 2-2x10 5-9 2 5-1 2 4-7 3 1 C E I L I N G 5 H E A T H tLJ 1 N G GENERAL CONSTRUCTION NOTES COMPOIENT5 WHICH WILL BE USED, IN SUFFICIENT DETAIL, A5 REQUIRED BY THE BUILDING 2-2x12 6-8 2 5-10 3 5-3 3 GYPSUM WALLBOARD 15d COOLERS 15d COOLERS 7-EDGE/ 10'FIELD U_ DEPARTIiENT, z - ALL FOUNDATIONS SHALL REST ON UNDISTURBED 501L 2,000 PSF BEARING CAPACITY A5 PER RCNY5 3-2x8 5-il 2 5-2 2 4-8 2 WALL S H E A T H I N G TABU" 401 .4. I; CONTRACTOR SHALL THE LEVEL OF ACCEPTABLE BEARING STRATA VERIFIED IN THE FIELD ALL THEZMO5TAT5 SHALL BE ADJU5TIBLE FROM 55 DEGREES TO 85 DEGREES FARENHEIT, i 3-2x10 7-3 2 6-4 2 5-8 2 t Z PANEL INTERM 5TRL)M AL PANEL51HARDBOARD: ^ 41�* 3-2x12 8-5 2 7-4 2 6-7 2 W PRIOR TO PERFORMING ANY WORK, BOTTOM OF FOOTINGS SHALL BE INSTALLED DOWN TO MOST LEVEL EDGE5 SUPPORTS Uj N W PER RCNY5 8301 .2, I OR SHALL PROVIDE FOR HYDROSTATIC PRE55URE PER RCNY5 8404,1 .3 ALL DUCTS AND PIPES SHALL BE INSULATED A5 REQUIRED BY CODE. / 4-2x8 6-10 2 4-3 2 3-10 2 INTERIOR ZONE 8d IGd 4' 4` T /` 4-2x12 9-8 2 8-6 2 7-8 2 FIBERBOARD PANELS. GE ZONE 8d I Od 4' 4" VI a-- Q 2, ALL CONCRETE SHALL CONFORM TO RBQUIREMENT5 AND RECOMMENDATIONS OF ACI-301-9G HVAC CIti,RACTOR SHALL VERIFY HEAT L055 CALCULATIONS. 000 PSI)' ALL EXPOSED Roof, Ceiling & Two Clear Span Floors 7116' Gd 3'EDGE/G'FIELD z QL �[ "5PECIFICATIoN5 FOR STRUCTURAL CONCRETE (FOR BUILDINGS" (FC=3, ALL CELLAR AND/OR BASEMENT DOORS SHALL BE INSULATED. - SLAB5, GARAGE - Aa5 AND 5TEP5 SHIALL BE 3500 P51 AIR-ENTRAINED. REINFORCNG STEEL SHALL ;�-2x4 2-i 1 1-8 i 1-6 2 25132• 8d 3'EDGE/G'FIELD OC LU d7 Q CONFO' '.i i O A5 ' A-C 15 GRADE G0, ALL CONCRETE TO CONFORM TO COMPLIANCE VALUES PER GYPSUM WALLBOARD 5d COOLEPS 5d COOLERS T EDGE/ 10'FIELD LLJ = L(} O (� 2-2x6 3-1 2 2-8 2 2-4 2 PARTEGAL BOARD PANELS I&! THE ENEERCEKTIFIE5 THAT TO THE BE5T OF His KNOWLEDGE, BELIEF AND PROFESSIONAL 8d SCE MANUFACTURER W N6I ,n RCNY5 ' LE 841'. ,2. JUDGEh�! f;T THAT THE PLANS ARE IN COMPLIANCE WITH THE ENERGY COPJ5EP,VATION CODE OF 2-2x8 3-10 2 3-4 2 3-0 3 F L O O R 5 H E A T H I N G z ^ 3, ALL COI ;ETC: L� .;K SHALL BE FILLED t CONFORM TO A5TM C90; MORTAR SHALL BE �, 2-2x10 4-9 2 4-1 3 3-8 3 �- � C) � " t DOWELED TO FOUNDATION/FOOTONG OR A KEYWAY NEW Y0 ,K STATE, TYPE M , ALL BL aGF SHALL BE DOW L 3-2x12 5-6 3 4-9 3 4-3 3 STRUG7URALPANELS: 0 • 1� (r) 'I 4-2x8 4-10 2 1 4-2 2 1 3-9 2 I.OP,LESS T18odd I Od 6'EDGE/ 12*FIELD W SHALL BE PROVIDED. GREATER THAN 1' _ IGd G:EDGE/ 12'FIELD PROTECTION: G.C. SHALL APPLY ONE COAT OF 1 4-2x10 5-11 2 5-1 2 4-7 3 THERMAL� MOISTURE � C71 3-2x12 6-l0 2 5-11 3 5-4 3 oC � 4. /�� BITUMINOUS DAMPROOFING TO THE EYCTERIOI�.FACE OF ALL FOUNDATION �.../ 50' �' h E INDICATED, BATT 4-2x8 5-7 2 4-10 2 4-4 2 W Q Z m l� WALLS PER MANUFACTURE'5 RECOMM. UNLE55 OTHERWIS CA , R�--� O Q0 �b`� 4_2x10 6-10 2 5-11 2 5-3 2 T J INSULATION SHALL BE FOIL-FACED, FIBERGLASS, R-VALUE AS PER THE PLAN �C iA N 4 2x12 7-11 2 6-10 2 6-2 3 � — O (y) REFERENCES. DAMP PROOFING SHALL BE PROVIDED FOR PER RCNY5 R40G. 5. ALL FRAMING MEMBERS SHALL BE DOUG-FIR.#2: PROVIDE (2) 2x8 HEADER OVER ALL CODE ANALYSIS WALL OPENINGS, UNLE55 OTHERWISE NOTED. INSTALL"CATS"AT MID HEIGHT POINTS OF WALLS AND CRO55-BRIDGING OF MID-SPAN POINTS OF FLOOR JOISTS. BLOCK ALL ExPOsuRE HORIZONTAL SHEATHING AT EXTERIOR'WALL5 PER WOOD FRAME CONSTRUCTION ---___ __ MANUAL M/FCM) CATEGORY B U G, DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL WALLS AND UNDER OCCUPANCY BATHTUBS. PROVIDE SIMPSON HANGER CONNECTIONS AT ALL FLUSH STRUCTURAL a � 0 Residential 7, LOAD BEARING CONDITIONS, 7, MICRO-LAM GIRDERS (ML)SHALL BE LAMINATED VENEER LUMBER WITH E=2,000,000 P51, 1`15=2800 P51 AS MANUFACTURED BY TRU5-JOI5T MCMILLAN, I w REFERENCE STANDARDS 8, EXTERIOR WINDOWS AND GLA55 DOORS SHALL BE IN ACCORDANCE WITH SECTION RG 13, ALL Residential Code of New York State 20 I 0 GLAZING 15 TO COMPLY WITH SECTION 8308/R301 ,2. 1.2. d - 9. STAIRWAYS SHALL BE INSTALLED IN ACCORDANCE WITH RCNY5 SECTION R31 1 .5 AND HANDRAIL.5 Wood Frame Construction Manual AF PA-2001 Q SHALL BE PROVIDED IN ACCORDANCE WITH RCNY5 SECTION R3 1 1.5.G. Climate Zone: I I B . 9 Degree Days: 5750 10. IN ALL FRAMED WALLS, FLOORS AND R00F/CEILING5 COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A MOISTURE VAPOR RETARDER SHALL BE IN5TALLED ON THE WARM-IN-WINTER51DE OF THE INSULATION IN ACCORDANCE WITH SECTION R3 18. BLDG. 1.91 SD psICN LOADS «-w Decks: 40 f �"', w � 1 1. INSULATION SHALL HAVE A FLAME-5PRIEAD OF NOT GREATER THAN 25 AND A SMOKE DEVELOPED �If�q, Attics: 20 psf r l INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION 8315. ���; �4?a � � V 12. WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATERTHAN 25 AND Rooms (other than Sleeping rooms): 40 psf '~ V PED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION 8315. ~ 5leeping Rooms: 30 psf � w 13, LAP S p NGA SMOKE DESMA L BE D4 VINYL SIDING INCLUDING ALL CORNER, WINDOW AND Stairs: 40 psf DOOR TRI M5 TO PROVIDE WORKMAN5HIP REQUIRED FOR ADEQUATEHandrails: 200# MOISTURE PROTECTION AND FORRoof: 20 psf (ground snow load)A COMPLETE INSTALLATION. � %A. , DEAD LOADS: 10 psf 14. INSULATING SHEATHING SHALL BE CL05ED-CELL EXTRUDED POLYSTYRENE SHED FOAM, THICKNESS AS INDICATED, FASTENED PER MANUFACTURE'S RECOMM, IA'S 1 G. ALL LUMBER THAT COME5 IN CONTACT WITH CONCRETE AND ALL DECK AND PORCH SUED � 6 5UB-5TRUCTURE SHALL BE ACCO PRE55URE TREATED. ALL FA5TENER5FOR PRE55URE FRAME Io.z,1�/s �a a Q TREATED WOOD SHALL BE HOT DIPPED ZINC-COATED GALVANIZED OR 5TAINLE55 SHEDS I49, c'A ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS /� 1.4 N +� � ~ � � 5TEEL PER RCNY5 R3 19.3 17. R,408,7 FLOOD RESISTANCE. FOR BUILDINGS LOCATED IN AREAS PRONE TO ALLOWABLE ABLE 830 I ,2 1 1 STORY STRUCTURAL MEMBER DEFLECTION � 151)FLOODING AS E5TABLI5HED IN T ( ) I .WALL5 ENCL05ING THE UNDER-FLOOR SPACE SHALL BE PROVIDED WITH FLOOD FRAME IN ACCORDANCE WITH SECTION 8324.2,2. tV I DWELLING �, Rafters having slopes greater than 3/12 U 180 O w --1- OPENINGS Q 2.THE FINISHED GROUND LEVEL OF THE UNDER FLOOR SPACE SHALL BE EQUAL TO OR N with no finish cellmg attached to rafters. •-+ CO HIGHER THATN THE OUTSIDE FINISHED GROUND LEVEL. ON 1� ,�. - Interior walls and pardons. H/180 � ' � w �- Floors and plastered ceilings. U3GO E"'I All other structural members. U240 O Exterior walls with plaster or stucco finish. H/3GO Exterior walls-wind loads(a) with brittle finishes. U240 ALL INFORMATION DEPICTED WITHIN THESE DRAWINGS DETAIL ACTUAL CC)NDI�NS. THEY ARE Exterior walls-wind loads(a) with flexible DERIVED FROM V15UAL INSPECTION, HOMEOWNER'S RECOLLECTION AND TY, :kL BUILDING Bt�,� Ap'-SOX �N �WArE.R LJ12o finishes. PRACTICES AT THE TIME OF THE CONSTRUCTION. A MORE INVASIVE INSPECTN CAN BE MADE AT "'----- - _ ' �" ' — Note: L= span length, H= span height -�� (a) The wind load shall be permitted to be taken as 0.7 times H THE REQUEST OF THE GOVERNING MUNICIPALITY. the Components and Cladding loads for the purpose of the [� FLoAUNG determininj deflection limits herein. DOCK 127.50F 'OutKyi'4D OWNER/OWNER'5 AGENT SHALL ENSURE THAT THE CONSTRUCTION, NEW OR 15TING COMPLIES WITH THE DESIGN DRAWINGS. ALL CONSTRUCTION AND MATERIALS SHALL MODIFIED TO Gpps O m � CLIMATIC � GEOGRAPHIC 830 I .2( I )DESIGN CRITERIA - TABLE `0 N CONFORM WITH THE DESIGN DRAWINGS BY THE OWNER OR H15 AGENT. NI� �� w Jex o _ 0 AND CONFIRM ALL DIMENSIONS PRIOR TO OtRING ANY NEW OR LU CONTRACTOR SHALL MEASUREGROUND 5EI5MIc SUBJECT TO DAMAGE BY WINTER ICE SHIELD FLOOD ¢ ' REPLACEMENT WINDOWS, DOORS AND OTHER EQUIPMENT AND MATERIALS. �VNERIAGENT TO PLOT PLAN SNOW DESIGN DE51GN UNDERLAY- HAZARDS o MEW SELECT/APPROVE FINIAL MATERIALS, EQUIPMENT, FIXTURES INCLUDING COLCAND STYLE, SCA1_ : 1 "=30' LOAD M hd CATEGORY wEATrERING aLTm LINA TERMITE TEMP REQUIRED Site Plan Information from 20 PSF I IO B SEVERE 3,-0„ MOD, TO SEE I I deg NA PLANS PJM lamSurveying, PLLC HEAVY EXAM. XWest 5.ayville, NY v Ord d vs , w MAINTAIN BREEZEWAY- ENCL05ED AND CONVERTED TO LIVING 5PACE - (New Bathroom � Bed Km Expan5ion) (ROOf wa5 Exi5itincj Part of Breezeway) `� MAINTAIN ENCL05ED CARPORT- fg MaDIFYTO BE P--a" Off PROPERTY LINE EX15t House U � Lu LLS h � Grade Grade CV Lu � �C W 17'-4# 11'-2" 9'-7" 14'-3' 11'-9� W = tn 0 m z LL 6 Z O m Lu v = QZCC) � ` I'RONT ELEVATION o �, m0- u 5CALE: 114" u Q � W MAINTAIN EN -� N CLOSED CARPORT RECaN5TRUCT TO BE I '-a" Of w PROPERTY LINE Q � EX15t House Beyond w o i Ex15t House Beyond co O�f H H y Grade Grade rT� s a 4'-8" 12'-9. a d RIGHT 5 I D E ELEVATION o o > m ca 5CALE: 114" — I '-Q" a Q p Q U- W f� 281_6A'Of-CN 13'-8p Plant er 5te s up to Deck Roof Line (Typ) o � Den Lvcj R.m r . OVenLP-la n Open r s MAINTAIN DECK . . 60 MAINTAIN BREEZEWAY- ENCLOSED U Den AND CONVERTED TO LIVING SPACE -- U . . . . . . . . . . aI D n Km (New Bath room Bed Km Expa n 5i on) LU LU �' > Z IG w LL.; w Ridge d;;t z D Cst 23'-111, ' � MAINTAIN ENCL05ED CARPORT- w = 6) Q 0 0i " ? ted- d- RECO N5TRU CT TO BE 1 -o Of� a �- . . . . . . . . . z0ox � o LaundryRoof Over PROPERTY LINE LLQ 6 Open W < Z ° Kitchen x15t = U- 3: Mo aU Bathrm Cyt New Location of . U-0 Carport Wali and -- Maintain Enclosed Foundation to I '- Maintain `�. Off Property Line Removed Carport Wall to w 5'-5° Roof Over Exl5t Wal! 10 Remain 1� 0+ 5`-5" to Bed rm Ne Planter d • ExiSt Ba hrm do-� •® Expanded N Gara e 5'-2° WoodDeck �' Bed RM `� � � On- rade L.J' Exist Carport Wall To CLI Area Be Removed As 15.-3� 4 -9" Shown U N� 1" ' Roof Line (Tyr) Q 11`-2" 90-7" Maintain Enclosed -" i Car ort Q with New Wall Carport Enclosed CC) Carport Wall to ►-4 Roi I-up Door _ Location Remain Q 0 W Roll-Woor OP, ►� U w 111_9. r7—i -P- Maintain Enclosed Carport Front Wail and Roll-Up Door 17'-4" P0'-10" 00 to Remain 52'-T LEGEND D EXISTING WALLS TO REMAIN- NO CHANGE EXISTING WALLS TO BE REMOVED a C EXISTING WALLS ALREADY REMOVED O N O U 5 E * DECK PLAN NEW INTERIOR WALL-2'X 4'WOOD STUD @ I G'O.C. z N SCALE: /�" _ ,`0„ CONCRETE FOUNDATION CONCRFOUNDATION WALL v ® NEW POST DOWN TO FOUNDATION, INSTALL NEW FOOTING IF NONE EXI5TING 6 2630 WINDOWDOOR DIMENSION 2'-G' X 3'-0' (2630) CEILING HEIGHT LU52G-51MP50N 930 LB UPLIFT NAIL A5 PER MFG. REQ. D JOIST HANGER DETAIL 5'-5" SCALE = NONE Ir (2) 2"X 8" Hdr 1-1/4" W X 20 GAGE GALV. STRAP Exist Carport Wall To (SEE PLAN FOR QUANTITY OF NAILS) Be Removed As AL50 COMMON NAIL5 5LAB ON GRADE — - Shown -TOENAILED- REQUIRED FOR SHEAR 4� LATERAL BRACING PER WFCM UNEXCAVATED f� 2001 - TABLE 3AA (Pitch Toward Entrance) REQUIRED CAPACITY OfN RAFTER CONNECTOR, 2G9 PLF (WFCM-2001 TABLE 3.4) 4" P.C. SLAB W/ WxG" 10 / 10 0 > (WFCM-2001 TABLE 3.4A) W.W.M. ON G MIL. VAPOR BARRIER o/ WHEN NAILED PER MFG'S REQ. Provide 4"-Min. Base COUrSe 5rmp5on Strong-Tie- N2 Shown (May Be Uaed) Maintain Enclosed Maintain Enclosed UPLIFT CAPACITY 335 LB5 Carport Wall to Carport Wail to N-y.�. Remain Remain RAFTER TO WALL CONNECTION _ Exist Garage Exist Garage - UTILIZE/WALL 5TUD5 ALIGN DIRECTLY WITH RAFTERS Pitch Slab Toward Door .q SCALE = NONE Per 8309.3 ' q Rall--__p Door A A .� R oQ._f Une (T_yv . A STRAPPING: d d7 1-114"w x 20 GA. I G*a.C. - NAIL A.9 PER WFCM 2001- I' TAS1-E 3.413 R I� WRAP AROUND SILL fLATE VWJ a t EXTEND UP EACH STUD 1'-0'HIGt A501,T U @OTCOM PLATE EQUAL '" NUMP.*ROM 5"ECIPIE'D NAILS IN EACH END > z Iz ANCMCN 200 I'�,/I A I N TA I f`�1 F N C LO 5 F D C A(�,.1=O f�.T W J PER WFCM z ITA FOUNDATION PLAN � � o 15.O.,.FOR 5f7+' ("'`� C� p �"' j� s x s•DiA.wnneR RF C O N ...J'T I�.,,U CT f O 3 E I z Lie% �..J SCALE: 114" _ P-011 Fz W LU+ ten < � OFF PROPERTY LINE z (f, ^ _. 57UD TO P.C. FOUNDATION DETAIL SCALE: 1 V 4" 1 I-011 z rQrnn O 1 O V SCALE = NONF x FOUNDATION NOTESZ ED Its- w (j 30 YR. TIMBERLINE ASPHALT ROOF SHINGLES J U 0 m ROOF5 WITH PITCHES 2:12 TO A:I 2 - I , ALL FOUNDATIONS SHALL REST ON UNDISTURBED SOIL 2,000 PSF BEARING CAPACITY; A 'MIN, UNDERLAYMENT SMALL BE APPLIED IN TWO �- LAYERS IN COMPLIANCE WITH RCNY5 2007 - QF 3'-0" BELOW GRADE. CONTRACTOR SHALL CONFIRM THE LEVEL OF ACCEPTABLE BEARING 8905.2.7 STRATA AND VERIFY IN THE FIELD PRIOR TO PERFORMING ANY WORK. ROOF SHINGLE AS SELECTED BY OWNER SELF SEALING ASPHALT ROOF 2. AT A MINIMUM ALL CONCRETE SHALL CONFORM TO RCNYS TABLE 8402.2 FOR SEVERE U . . 5HINGLE5 TO ROOF CLA55 'A' WETHERING POTENTIAL; W SIMPSON HDU8-5D52.5 (1YP) •r ROOF DECK A. BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO � HOLD DO" � 1/2" CD SHEATHING PLYWOOD ROOF WHEATHER SHALL BE FC'=3,000 PSI �'cALe ^ NONE 1 5# FELT BUILDING PAPER. B. BASEMENT, FOUNDATION, EXTERIOR WALLS � OTHER VERTICAL CONCRETE EXP05ED TOI THE ANCHOR BOLT SPECIFICATION M13'LfVGrPBOARDLAG EX01TEn WEATHER SHALL BE FC'=3,000 PSI t SHALL BE AIR ENTRAINED (5% < AIR CONTENT < 7%), H (REQUIRED FOR ALL NEW CONSTRUCTION LONG A`VAWED'THIRIOLICH BMT R.R• 2"'X G' r AND/OR NEW ADDMONS) ,WAS HER e Ir..Q,C. @ I G„O C C. SLABS, PORCHES AND ,STEPS EXPOSED TO THE WEATHER SHALL BE FC --3,500 PSI AIR: � PLATES ENTRAINED CONCRETE. 0 TYPICAL SPACING TYPICAL CORNERS D. BASEMENT SLAB TO BE MIN. 4" THICK POURED CONCRETE. IV MN./ 1r MAX. A E. GARAGE SLAB TO BE 4" PUKED cONCRETE W/G"xG"xGIG STEEL MESH REINFORCING, 3,500 19 (2} 2"X 6" Hdr (2) 2"X 8" Hdr PSI CONCRETE. 14 W CIS 3, FOUNDATION WALLS SHALL EXTEND G-IN. MIN. ABOVE FINISHED GRADE PER RCNY5 8404. I .G m � W TABLE 3.2C - WFCM 2001 WALL CONSTRUCTION l YP) 4. ALL CONCRETE SHALL AL50 CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF W ANCHOR BOLT SPACING PLAN SIU_ OR 130TTOM PLATE TO FOUNDATION C VINYL 51DING RATED FOR 110 MPH ACI-318 � ACI-301 -9G "5PECIFICATION5 FOR STRUCTURAL CONCRETE F I 11 Q O Grady C ( OR B U LDINGS ANCHOR BOLT CONNECTION -RE515T UPLIFT-EXP05UR.E 13 Vv1ND5 ON AIR INFILTRATION HOUSE I_ w""' '"• ' � D WRAPOVER 1/2'"CDX EXTERIOP, (FC —3,000 PSI). REINFORCING STEEL 5HALL CONFORM TO ASTM A-615 GRADE G0. C� U� ly� FASTEST MILE WIND SPEED FASTEST MILE WIND SPEED Y••'� *' 64 .Ms w� PLYWOOD ON 2 X 4 STUDS @ I G"O.C. i� w (MPH) (MPH) . ;�-I• + '!'•: WITH 3 1/2` R-13 CRAFTFACED IN5UL. 4 . .�,� ;. 1r�;: •,.�. I/2" E.P.S. RIGID FOAM INSUL. BOARD. 5, ALL CONCRETE BLOCK SHALL BE FILLED t CONFORM TO ASTM C90; MORTAR SHALL BE TYPE "M". t� 1 1 O 120 110 120 112 GYPSUM INTER. WALL FINISH 6, THERMAL t MOISTURE PROTECTION SHALL BE PER RCNY5 R40G. 1 4� R40G.2: G.C. SHALL APPLY ANCHOR BOLT FOUNDATION11'-�" SLAB ON GRADE ONE COAT OF BITUMINOUS DAMPROOFING TO THE EXTERIOR FACE OF ALL FOUNDATION WALLS Q O CONN> CTION SUPPORTING FOUNDATION SUPPORTING 8' END ZONES INTERIOR ZONES UNEXCAVATEDPER MANUFACTURE'S RECOMM. UNLESS OTHERWISE INDICATED, BATT INSULATION SHALL BE ^ U Sill Platc to Foundation (Pitch Toward Entrance) FOIL-FACED, FIBERGLASS, R-VALUE AS PER . THE PLAN REFERENCESo 1 -3 Storks ECTI O N A-A 4 P.C. SLAB W1 G x6 d10 / 10 O �- (Uplift Loads) I - STORIES 39 33 45 3t3 W.W.M. ON 6 MIL. VAPOR BARRIER 7. ALL EXTERIOR CORNERS INSIDE � OUTSIDE CORNERS SHALL BE BRACED W/ 11211 CDX PLY., � Provide 4"-Min. Base Course NAILING SCHEDULE SHALL BE 8d COMMONS @ I G" O.C. AT ALL EDGES t 8d COMMONS @ ALL SCALE: 114" = P-011 INTERMEDIATE STUDS. (APPROVED DIAGONAL CORNER BRACES BOTH DIRECTIONS AT ALL W CORNERS). H 8. ALL COLUMNS OR 50LID FRAMING SHALL EXTEND DOWN THROUGH ALL LEVELS AND TERMINATE LEGEND TABLE 8402.2 - RCNY5 AT THE CELLAR FLOOR AND BE SUPPORTED BE A THICKENED SLAB, GRADE BEAM, OR FOOTING MINIMUM COMPRESSIVE STRENGTH OF CONCRETE DESIGNED TO CARRY THE LOAD. D EXISTING WALLS TO REMAIN- NO CHANGE MINIMUM SPECIFIED COMPRESSIVE STRENGTH (fc) 9. PROVIDE #4 HOOKED DOWELS 1 '-0" LONG INTO EXIST. FOUNDATION WALL AT 12" O.C. VERTICAL U EXISTING WALL5 TO BE REMOVED TYPE OR LOCATION OF CONCRETE CONSTRUCTION Wceathertng Potential SECURED W/ HIGH STRENGTH, NON-SHRINK EPDXY GROUT (TYP) EM57ING WALLS ALREADY REMOVED Nergllglble Modcratc Severe p NEN/INTERIOR WALL- z"x 4"WOOD STUD @ 1 GM o.c. Basement wa►15, foundations and other concrete not 10. ALL CONCRETE EXP05ED TO WEATHER 5HALL BE 3,500 P51 - REFER TO TABLE R402.2 (Thi5 2,500 2,500 2,500j- exposed to the weather Sheet) z �p • NEIN CONCRETE FOUNDATION WALL Basement 51ab5 and interior 51*5 on grade, except 2,500 2.500 2,500 ¢ iii ® NEW P05T DOWN TO FOUNDATION, INSTALL garage floor 51ab5 < Q ' NEW FOOTING IF NONE EXI5TNG Basement walls, foundation wa115, exterior walls and CONTRACTOR SHALL PERFORM A TEST HOLE AND CONFIRM THE CONDITIONS AND BEAR N ° 200WINDOW/DOORDIMEN51ON 0-0 x3'-ON (200) other vertical concrete work exposed to the weather 2.500 3,aoo 3,000 CAPACITY OF 501L5 AND EXISTING FOUNDATION PRIOR TO PERFORMING WORK. C.H. 6-2" CEILING HEIGHT Parches, carport 51ab5 and 5tep5 exposed to the ANY DISCREPANCY OR DEVIATION FROM THE SPECIFICATIONS SHALL BE BROUGHT TO THE 2.soa 3 weather, and garage floor slabs ,000 3,soo ENGINEERS ATTENTION PRIOR TO PERFORMING WORK. �l ' t EXISTING ROOF TO REMAIN Cyt R-25 FIBERGLASS BATT INSUL. Marntain Removed Wall EXI5t j > d Garac e 0 N e Lr) Ba hrm 2' x 6' C) 16' D.C. DOUBLE TOP PLATEN I Expanded 2" x 4" WOOD STUDS 0 16" O.C. Bed Rm / 1/2' CDX SHEATHING Area 4'-511 -g 1 � ¢^�•. . 40 CONSTRUCTED CINCA 1992 R-15 FIBERGLASS BATT INSUL. �� (2)2"XG" Hdr (2)2�X6�Hdr -j SCR INTERIOR ATS TAPED VINYL SIDING OVER 15 FELL SCREWED, 3 COATS TAPED AND CEILINGS° ON n .i WALLS AND Roof Line (Tyr) /U B 97y NEIN WALL SECTION (TYP) Lu .. t° U I`' o > Z Z U •� =� of 1/2'T80 FLYED.SUMDOR W R-13 BATT IML (2) 2' X 4' ACO SILL PLATE 12 (� W 2'Xr Fd.O 1E'O.C. W < Ld Q z Q- Lu = In c) In , .. , Z � C,fl — .1 A. MAINTAIN BREEZEWAY- ENCLOSED 0 ° 1 2'Xl RJVM9 •.� AND CONVECTED TO LIVING SPACE -- z `� o o 00 W 2 O m � Bathroom * Bed Cm Ex an51on (New p ) Fa n"s«e �",'• EXISTING GRADE (Roof/Foundation were Ex1Slttng 1='arts ..: W _ of Breezeway) r • EXISTING u d . FOUNDATION w ♦ d I� r,PICA. W&. 5�CIJON P-P O SCA. - NONE Exist Raaf of Covered Breezeway W CN s ✓� U W H O Z W Z � o EXIST V.T.R. New WaIIS to Enclose EXIST ROOFJL Breezeway 2 1/211 V. ------------- --- Grade W P----�--------------�-- _----� � I Exist Foundation of O � I I I Covered Breezeway Q I 1 i 1 i u P I I Z I I KITCHEN I I LAV. (J.� ►�'� LAV' LAUNDRY I I I I �� �i�ONT ELEVATION ,p_o 1 SHOWER 1 r =1 SHOWER 1 r I F`_0 I L 1 L I r",W.C. SCALE: 114" _ 1 '-0II W 7 I r LSI I '�W.C. 1 I I F©W-1 -�I '1 I C �� � D LEGEND N I I I r' .� L_ _J i J i I I 1 1 4 W WASTE PIPE TO 2" I 3" 2" 2" 311 D EXISTING WALLS TO REMAIN- NO CHANGE EXIST, SANITARY ,�----- --------�---------Z------------ [ �j DISPOSAL SYSTEM ,r r 1zL7zL7 EXISTING WALLS TO BE REMOVED Mamt. New Bath Rm 4" / �A N !TA fZY f�.l�E R.. D I AG IZA M F— ---I EXISTING WALL5 ALREADY REMOVED p � —————— Lu NEW INTERIOR WALL. 2'X 4'WOOD STUD 16"O.C. dj SCALE: NTS ' • NEW CONCRETE FOUNDATION WALL •• 0 NEW 1`05T DOWN TO FOUNDATION, INSTALL UQ NEW FOOTING IF NONE EXISTING 2630 WINDOWIDOOR DIMEN510N 2'-G' X 3'-0' (2630) C.H. 8'-2" CEILING HEIGHT ME-ill C 29'-7' 2'-9• ' 2p m J001 15 (24An DIAq LTPfl EXtSt 4VA VGALVAMIG, 1Ht1 RQlG. VOLTVJ�SI�R,(� 16'O,C. , 77 y ) Oo U7 5 I f , I a cZ d J Z/ s / Planter w a -o \ 'k U C) L z w , w w ���k J �' P � U� t0 7° r) 5 ��_ z W Q Lu Ln LU 0 Planter UM r zC) LU x r� n/ 2 d 0 �J 81'aN w Q Z W = J _J LL J (L L4 II f E k BEAM F I Eft FLAN u 5CALE: " - I I /4 ! -0 O V w o w � �j 4"X 6"D H� Q IL-1 n zx 1 a L1•UG�R eoA.p.D LAG eaLrr:D TOGG LV (f /2 1 'VIA.x 4 WPSGM�RA pO 7,00M Oi,M DOLT p � o r yd G I(2)/2''X8'1 /B+E/A�M 8 LOCK I G CMU w0 BLOCK SUPPORTS to ON GRADE (TYP) 5'—3' 7'-1' 7'—10' u IdoLEGEND DECK 5 E CT I O N C—C O EXISTING WALLS TO REMAIN - NO CHANGE SCALE: 114" = 1'-0" 17' 7 EXISTING WALLS TO BE REMOVED C EXISTING WALLS ALREADY REMOVED NEW INTERIOR WALL- 2"X 4"WOOD STUD @ I G"O.C. uj ' NEW CONCRETE FOUNDATION WALL z ® NEW POSt DOWN TO FOUNDATION, INSTALL p O NEW FOOTING IF NONE menNG Q LL' H 2630 WINDOW/DOOR DIMENSION 2'-G" X 3'-0" (2630) N d C.H. 8'-2" CEILING HEIGHT