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HomeMy WebLinkAbout38510-Z gUFQt�� Town of Southold Annex 7/5/2014 P.O. Box 1179 54375 Main Road 4 a� • ;' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37003 Date: 7/5/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2745 Pine Tree Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 104.-3-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/4/2013 pursuant to which Building Permit No. 38510 dated 11/14/2013 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: alterations and additions, including covered front porch to an existing one family dwelling as applied for per ZBA #6668, dated 8/22/2013. The certificate is issued to Scripps Childrens Gift Tr (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38510 6/18/14 PLUMBERS CERTIFICATION DATED 6/26/14 - eorge J. Berry, Jr. Aut riz Si ature TOWN OF SOUTHOLD o`A BUILDING DEPARTMENT TOWN CLERK'S OFFICE H Z oy • SOUTHOLD, NY V Sao BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 38510 Date: 11/14/2013 Permission is hereby granted to: Scripps Childrens Gift Tr _ Attn: Robert Kitterdge Scripps 384 West Shore Dr Wyckoff, NJ 074812434 To: construct additions & alterations to an existingdwelling g per ZBA#6668, Trustees & DEC as applied for At premises located at: 2745 Pine Tree Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-3-6 Pursuant to application dated 11/4/2013 and approved by the Building Inspector. To expire on 5/16/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,070.80 CO -ADDITION TO DWELLING $50.00 Total: $1,120.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT r- TOWN HALL ` 7 765-1802 / L APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00,Additions to accessory building$25.00, 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. 6� New Construction: Old or Pre-existing Building:j' (check one) Location of Property: 2 7 y 5 �� �� / I�e� !� G� u Tr 1-/'o House No. Street Hamlet U amle U Owner or Owners of Property: ,jcr-i k)p S Suffolk County Tax Map No 1000, Section /oBlock 3 Lot (d y Subdivision Filed Map. Loaf:: Permit No.�17/ 1 Date of Permit. '/ y'13 Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Ce ate Final Certificate: (check one) Fee Submitted: $ � ) a( C. Applicant Signature �Solj� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. 31 Box 1179 o roger.richert(a_town.Southold.ny.us Southold,NY 11971-0959 'Q 1�C4UNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Robert Scripps Address: 2745 Pine Tree Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 38510 Section: 104 Block: 3 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 41 Ceiling Fixtures 8 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 7 Smoke Detectors 6 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 12 CO Detectors 1 Sub Panel 1-10 A/C Blower 1 Range Recpt Fluorescent Fixture 5 Pumps Transformer AppliancesN Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect I200aSwitches Twist Lock Exit Fixtures TVSS Other Equipment: 4-exhaust fans, 1-40a range, 6-paddle fans, 2-ARC fault circuit breakers Notes: Inspector Signature: ! ' Date: June 18 2014 81-Cert Electrical Compliance Form.xls �o�OSufFot,��oG o y� C* = Town Hall,53095 Main Road Q • Fax(631)765-9502 P.O. Box 1179 ���� Telephone(631)765-1802 Southold,New York 1 197 1-0959 .( __ i Ilt BUILDING DEPARTMENT JUL — 1 2014 TOWN OF SOUTHOLD 1 i CERTIFICATION Date: Building Pen-nit No. . 33 5 I0 Owner: J f r 1 p p's , '-1 C) P,u bt t (please print) Plumber: �` r a lease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers ature) Sworn to before me this 1 day of L V 20� SANDRA SEAR` ! ' Notary Putx";,Slab of New YA / C Nont8E4694e4q iiMo h Sins Com Notary Public, % � - County pF SO�Tyolo �c #c TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [/ INSPECTION FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING /STRAPPING [ ) FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4 1` DATE ��� INSPECTOR ` ' SOcoum UTyolo • �o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ( ] F NDATION 1ST ( ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: a � DATE INSPECTOR ��� FT/6 ` Of SO(/lyo �1y00UNiV,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 SPECTION [ZFN ION 1ST [ ] ROUGH PLEIG. ATIO ND [ ] INSULATION /STRAPPING [ ] FINAL FIREPLA & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE _ FINAL) T REMARKS: _sll::d--� ( DATE INSPECTOR pf So�lyo cou�m, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ Lj FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: G DATE =�� INSPECTOR F J� f�' SOF SUUI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ( ] R GH PLEIG. ( ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI 'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 1,26 -INSPECTOR i OF SOUlyolo i COUNi'I,Ncc1� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: L DATE ? 1 INSPECTOR , `�, so 0 couo, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ] ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION ] CAULKING REMARKS: J DATE I NSPECTO 4 i coutm,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: co L2�-L DATE INSPECTOR FIELD IlNSPR ON REPORT DATE CONDOMS FOUNDATION(IST) � FOUNDATION(2ND) . ROUGH FIZAAONQ& PLUMBING INSUL•ATION PEA N.Y. STATE ENERGY CODE • �i FINAL ` 1 ADDITIONAL COMMENTS .J ~ )"-.14-0 A o im r� TOWN t)F SOUTHOLD (('� ��� �� s BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT'"'— j� Do you have or need the following, before applying? TOWN HALL �`y Board of Health SOUTHOLD, NY 11971 i 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net _ _PE RMIT.N Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined �! , � . 20 Single&Separate r Storm-Water Assessment Form Contact: j_. �� V• � M-��'� moo` 3 �� Approved - - f 20 Mail to: — .� — Disapproved a/c C' Phone: Expiration G -j f 20 A�� Building Inspector APPLICATION FOR BUILDING PERMIT Date �Ibwb�y� SO 20� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months fi-om 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 inspection". / (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer. general contractor, electrician, plumber or builder Name of owner of premises =,L AI pip � (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. (�L-tjF>lI,,4rk Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: Lr— House Number Street Hamlet County Tax Map No. 1000 Section t�� Block a Lot k-.)Subdivision mss s�z-VV�`a Filed Map No. i n 9 Lot 1,L 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy StivtaLt � ,rte; b. Intended use and occupancy (N;%L�, -tiy�%U�-t���-1� C, 3. Nature of work(check which applicable): New Building Addition jL_ Alteration �_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4 _VA a,(-V_ Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. -� 7. Dimensions of existing structures, if any: From 4.�) Rear 4,o� Depth Height LLJ' Number of Stories .Z l � Dimensions of same structure with alterations or additions: Front Rear 1 D Depth 15:�3' Height 25 Number of Stories 'L 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front �01` >�Rear Depth 10. 10. Date of Purchase 111� Name of Fortner Owner VA,� L,ke>i.t 11. Zone or use district in which premises are situated fZ_4;1::2 12. Does proposed construction violate any zoning law, ordinance or re rulation? YES >< NO VAP-4141i t e 1'1x11-el�6� _ 'L vi'i> 13. Will lot be re-graded? YES NO >< Will excess till be removed from premises? YES 3< NO 14. Names of Owner of premise �3+��T �rc1 �Address W-t d Phone No� Name of Architect ��(LG1Dal�►t hh� W «Address t �'";''`,!°;�- ;�ZMr, $hone No (fi.?�1 11f 54- 5SE� Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. `" ' b. Is this property within 300 feet ofa tidal wetland? * YES X NO �` 99i►.6/f !-. * IF YES, D.E.C. PERMITS MAY BE REQUIRED. RA5 q QcjirwiT tqa, 16. Provide survey, to scale, with accurate foto-idation plan and distances to property lilies. 17. If elevation at any point on property is at 10 fect or below, nnLfst provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO .X_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) lk SS: COUNTY OF Wbeing duly sworn, deposes and says that(s)he is the applicant (Name of individual signing con Tact) above named, (S)He is the /44t�IT i (Contractor, Agent, Corp(r e Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said wort:and to make and file this application; that all statements contained in this application are true to the best of his knowledoe and belief, and that the work will be performed in the manner set forth in the application tiled therewith. ",,e ll,, C k R, tA)C'�r JEFFREY J PICCOLO Sworn to before me this Notary Public -State of New York Of ��� I L 20( � NO. 01PI6244437 o e' Qualified in Suffolk County i� My Commission Expires2-_11 v , /" Notary Public Sign icant _�fs • c4 s `a BO�RI UID '� VI�T'I'R'(JS'I EES s rr0kk � t d. P % �n t313..,1 �1!, ',��(} 33i1��..:.. '—. s:�--r�r-,�a�A L I IS����T� ,l � $ �'� _ �,G �'�TiT' ��Tf OtR� � � PPS •� - :!`.� tii .C3 :Ii I , t ` ?E It••i [y1 of ,r,f tM, .�a t 1fil 1lif1S �c4 bpi iti si �f st 1��, tr, ,t . !_ - PROPERTYADDRESS:` E 7777WR 7,)F sou I Ik{, SCTM# 104-3-6 1 ,1) !?E)i s ° ' !(iA °At .t •:� <<dW) .. ._ "- :�J C j.• iii ,,_p (,,513 k¢j- yt t(� #_ _p (t1� elr�� . Lt t� j' [ a t3 Elk # •t { PX Yi'a F `1.t 4 � P $ �laant to th < r�vrs { RR he T £�e ; the Teyy o }'d _ n 11 ru # ee l.< held`3n b l8 01 e with the°Resotton of tfstes adgtate t die t _ d m ecznsiderat oto of application fde jYJ1* WA O y�rifip st /(�A ert l i s ands b ect to the Terms and Conditions as stated in the Resolution,the Southold Town,Board of `e hathorizes an'd`O&ii its't`he4b lbw IKE" F€J Wetland Permit for a 16s4.ft. 1st hW6r'adctitivn, a't sq.ft. second floor ,Q addition and a t26s ft Pont or addtio t the andward side of the existing € c Q �? �� � s� � 3�s �_i;1.3 P �.fTF, T dwelfing; and construct a ca ileyervd 41 bay W!ndAyv;on seawar., side.of existing dwelling; and as depicted on the survey prepared by John C. Ehlers, Land Surveyor, ,,t las :t l duly ,:2Q anc� t P,e=d ppr9,v s.lf� tit IN WITNESS'WH'MSOr,.t e sai��oard'of Trustees hereby causes its Corporate Seal to be affixed, ' and tl} �, res nts tot b s b c cl y as l'r°tt4"4}0;$9 _�ro jss 9f this;dale �ti ,= Gt', r. IVI it _fl IIE'l .� ,.. �-I _ ._ - - _ - � ,c�YAL65dYNdtlY�iiiLYCA'YR191E- •.•• ::'�,":. } a i _ m 07/02/2014 09:51 6317656641 SOUTHOLD TRUSTEES PAGE 01101 John.M.Bredemeyer III,President �k*t v SIu��0~ Town Hall Annex Michael J. Domino,Vice-President 54375 Main Road F.O.Bax 1179 James F.King,Trustee Southold,Now York 1:1971-0969 Dave Bergen,'Trustee i4 Tolephoa?e(631) 765-1892 Charles�T_Sanders,"Trustee 2 Fax(631)765-6641 l�"�ouhm BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 10020 Date: July 2, 2011.4 THIS CERTIFTUS that the construction of a 316s .fit. I"floor addition a 143. sq.ft'. second floor addition' a 126sa fl front porch addition to landward side of the,exi.stina !welling; construction of a cantilevered box bay window on seaward side of dwelling At 2745 Pine Tree Road, Cutchogue,New York Suffolk County Tax-Map is 104-3-6 Conforms to the application for a Trustees Permit heretofore fled in this office Dated August 8,2013 pursuant to which Trustees Wetland.Fermit 98290 Dated September 1.8, 2013.013,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 construction of a 316sq ft I" floor addition:a 143sq.ft. second floor addition_; a_126sq.ft. front porch addition to landward.side of the existing dwelling;:construction of a cantilevered box bay window on seaward side of dwelling. The certificate is issued to SCRIPPS C HILDRFN'S GIFT TRUST owner of the aforesaid property. awor Authorized Signature JU_-02-2014 10: 10AN From: 6317656641 ID:BURGER CONSTRUCTION Paae:001 R=95% NEAN YORK STA"I E DE PA RTM ENTO OF \71 RON�I ENTAL CONSERVATION Facility DEC 11) 1-4738-00528 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: ROBERT K SCRIPPS SCRIPPS PROPERTY 384 NV SHORE: DR 2745. PINE TREE RDISCTNI 1000-104-3-6 WYCKOFF, NJ 07481-2434 'Y 1 CUTCI IOG UT. N, 1915 Facility Application Contact: .IMO LNVIRON\MPN`I AL UONSU[31\G P(-) BOX 447 QUOGUE, NY 11959-0447 (631) 6_51-0607 Facility Location: inSOUTHULD in SUI-FOLK UOU.'NTY Facility Principal Reference Point: NYTM-E: 714.225 -\',Y'FM-N: 1543.874 Latitude: 41'01'04.5)" Longitude: 72'27"08,0" Authorized Activity: Construct one and two stow addli-Ions, to existing ""lloic E11110V dwellin" Construct Porch and calitilievered box bay Lilid IIISLIII (11-v\\C11s. All work must be done in strict conformance with the attacilc(j PIMIS stallipcd "'\) SDEC rapproved" oil September 26, 2013. A100- ,DEP Permit Authorizations Tidal Wetlands - Under ,.-kriticle 25 Permit I'D 1-47318-00528/00004 New Permit Effective Date: 9/2612013 Expiration Date: 91/26,,20 18 N)'SI)FC Approval L By acceptance of this permit, the permittee a;roes that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: GEORGE \V FIAi\EMARTI L Depuly Regional Permit Administrator Address:,,... NYSDF,(' RE(TION I 11FADQUAR1 ERS SUNY STONY RROOK'5() CIRCLT RD STONY BROOK. NY I 1790 _1.1()() Datc T Paue 1 of 6 Am NEN YORK STATE DEPARTMENT OF ENVIRONAIE.NTAL CONSERVATION � Facilit DEC ID 1-4738-00528 -_ — -- - Distribution List - J110 ENVIRONI,IENTAL CONSILTING Habitat - ,l_W SIIERRI L AICHER Permit Components i NATURAL RESOURCE 1'LR�II"1 COND11'10NS GENERAL CONDITIONS, :APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIG.=VTIONS NATURAL RESOURCE PERMIT CONDITIONS Applito the Following Permits: TIDAL, WETLANDS 1. Regulated Activities Authorized By Phis Permit This permit authorizes only those regulated activities ! structures identified under the section Description of Authorized Activity. NYSDEC does not issue after-the-fact or as-built pennits. This hermit does not authorize, activities, or legitimize the existence of structures, which would have required a pernnit but for which no permit or other authorization has been grunted NYSDEC. 2. Conforniance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Frederick R. � eber last revised July 25. 201> and stamped , "NYSDEC' Approved" on September 26, 201 3. Notice of Commencement At least 48 hours prior to commencement ofthe project, the permittee and contractorshall sign and return the top portio►) oftllc enclosed notiticatior) fora) certifying that they are fully aware of and understand all terms and conditions of this pernnit. Within 30 days of completion of proiect, the botton) portion of the Conn must also be sig=ned and returned, alone with photographs of the completed work. 4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 5. Failure to fleet Pertnit Conditions Failure of the permittee to ►sect all the conditions of this Permit is a violation of this permit and Urouud5 for an ordCr to inuncdiatcly cease the pern)itted activity at the proiect site. 6. No Changes to Septic Sa-sten, "fl)is perulit doe; nut authorize any alteration. expansion or replacc:mcnt of existing septic systems. 7. Area of Disturbance for Structures Disturbance to the natural vee,,etation or topography greater than 25 feet seaward of the apps-o ed >tr-ttcture is prohibited. Page 2 of 6 NEWYORK STATE DEPARTMENT OFENVIRONMENTAL CONSERVATION Facility DEC ID 1-4733-00528 8. Erosion Control Devices 1Iust Be Installed A ro\xof staked straw bales or approvable erosion control devices shall be placed as per the NYSDEC-approved plan, prior to commencement of anv regulated activities and remain in place and in `*ood, functional condition until the project is completed and alI disturbed areas are stabilized with ve,_,etation. 9. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/ silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. 'Fail-)s are authorized to supplement these approved methods. 10. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the pro iect completion or expiration date of this permit, whichever comes first. 11. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store/recharge the runoff 1170111 a ? inch '24 hours precipitation event. All drywells shall be located a M11111111.1111 of 75 feet landward of the tidal wetland boundary. 12. Clean Fill Only All ;ill shall consist of clean sand. gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 13. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegctated tidal wetlands or protected buffer areas as a result of the permitted activities. 14. No Construction Debris in Wetland or Adjacent Area :Any debris or excess material from construction oftllis project sltall be- completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. ]�. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the proiect work area an&or upland areas grreater than 75 linear feet from the tidal wetland boundary. lr,. Concrete Leachate During construction, no wet or li-esh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall waslling5 from ready-mixed concrete trucks, mixers. or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wret concrete shall not be poured to dispiace water within the frn-ms. 17. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any�vetfand or waterway by suspended solids, sediments. Mels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or anv other environnlerntally deleterious materials associated with the project. 18. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed.. the applicant shall, without expense to the State, and to such extent and in each time and planner as the Department of Environmental Conservation nlav lawfully require, remove all or anv portion of the uncompleted structure nr till and restore the site to its former condition. No claim shall be made against the State of New York on account cif anv such removal or alteration. Page 3 of 6 Am -NEIN\ \ORK STATE FAL CONSERVA HON I`acility DEC ill 1-4738-00528 Itt. State May Order Removal or :Alteration of Work If filtttre operations by the State of Nev\- York require an alteration ill the position Of tile stnlcture or work herein authorized, or iC in the opinion of the Departinc it of Fnvlr011111ental Conservatloll it shall Calise unreasonable obstruction to the free navltyatloll of said waters or flood flows or endall"er the health. safety or welfare of'the people of the State, or caUSC loss or destruction of the natural resoul-ces of the State, the owner may be ordered by the Department to remove or alter the structural work. obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this pel-rnit, the structure. fill, exCati'ation_or other modification of the watercourse hereby auth0ri7Cd shall not be completed, the Owners, shall, without expense to the State. 111(1 to such extent and in such time and manner as the Department of Environmental Conservation may rcquirC, renl0yc all or ally pol-tion of the uncolnplete(I structure or fill and I—estorc to its Conner condition the navigable and flood capacity of the vvatCrCourse. No claim shall be made against the State of New York on account of any such removal or alteration. 20. State Not Liable for Damage The State of New York shall in no case he liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of nayiation, or for other purposes, and no Claim or right to compensatt011 shall accrue from any such damage. GENERAL. CONDITIONS - Apply to ALL Authorized Permits: t. Facility Inspection by The Department The permitted site or facility, inclu(ling relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is Complying with this Permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 4010). The permittee sliall provide a person to accompany the Department's representative (I1.11-mg an inspection to the permit arca when requested by the Dcpartmeut. ik Copy of this permit. inclu(lin- all referenced maps, draw' n:rs and special conditions, nitlst be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of-this per11111. ? Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department.. issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, con(litiuns or rcquirenlents contained in suC11 order or determination. Page 4 of G Am NEW TURK STATE DEPAR ENIEN i'OF Et\l"IRO.N)IE\I'.1L CO.NSER\'A'I ION Imbue Facility DEC ID 1-1738-00>28 3. Applications For Permit Renewals, -Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal. modification or transfer of this permit. Stich application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted b�,-the Department must be in writing. Submission of applications for permit renewal. modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY r STONY BROOK50 CIRCLF, RD STONY BROOK, NY1 1790 -')-109 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations bN, the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements In the permit application or supporting papers; b. failure by tine permittee to colllply kvith any terns or conditions of the permit, c. exceeding the scope of the project as described in the permit Application; d. newly discovered material information Or a material chaIlge 111 environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncopliance with pru previously issued permit conditions. orders of the commissioner, any provisimons of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 NEW ORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVACHON Facility DEC 11) 1-4738-00-528 NOTIFIC-ATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee. excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Consel-N,ation of the State of New York, its representative-,, employee-.;, and agents ("DEC") for all claims. stilts, actions. and dainages, to the extent attributable to the perl-nittee's acts or omissions in Connection with the perinittCe'S Undertaking of activities ill eon-lection with. or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suit,, actions, or darni(�es to the extent attributable to DEC's own negligent or intentional acts or omissions, of, to "111V claims. �Lilts, or actions naming the DEC and arlsing under Article 78 of the New York Cl%,Il Practice Laws and Rules or any citizen stilt or civil rights provision Linder federal or state Item B: Permittee's Contractors to Comply with Permit The pen-nittee is responsible for inforining its independent contractors, employees, agents and assigns of their responsibility to comply with this permit. including all special conditions while, actin-as the perinittee's agent with respect to the permitted activities- and such persons shall be subject to the Salle sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee_ ItemC: Permittee Responsible for Obtaining Other Required Permits?n The pennittee is responsible for obtaining any other permits. approvals, lands, easements and rights-of- way that may be required to carry out the activities that are aut)"101-170d by this permit. Item D: No Right to Trespass or Interfere N-6th Riparian Rights Right t� This permit does not convey to the permittee any right to trespass LIP011 the lands or intert'cre with the riparian rights of 01-CICI- to I)CFforni the permitted work nor does it aL1tl10l-1ZC the impairment of ZL- any rights, title, or interest in real or personal property held or vested in a person not a party to the pernlit. Page 6 of 6 NOTICE OF COMMENCEMENT OF CONSTRUCTION AM RETURN THIS FORM TO:COMPLIANCE Or Fax to: 631-444-0297 Bureau of Habitat-TW 50 Circle Road _ Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME& PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Dear Sir: Pursuant to the special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on ___ We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit conditions. We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions.The permit, permit sign, and approved plans will be available at the site for inspection in accordance with General Condition No. 1. (Both signatures required) PERMITEE: DATE CONTRACTOR: _ DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANY ASSOCIATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OFT PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. Cut along this line :< x x NOTICE OF COMPLETION OF CONSTRUCTION RETURN THIS FORM TO:COMPLIANCE Or Fax to: 631-444-0297 Bureau of Habitat-TIN 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Pursuant to special conditions of the referenced permit, you are hereby notified that the authorized activity was completed on _ We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) PERMITEE: DATE CONTRACTOR: _ DATE THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/ORA COMPLETED SURVEY. AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. BOARD MEMBERS �VjF SOU Southold Town Hall Leslie Kanes Weisman,Chairperson O� TyOI 53095 Main Road -P.O.Box 1179 Eric Dantes ~ Southold,NY 11971-0959 t Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning • .,O 54375 Main Road(at Youngs Avenue) Ken Schneider l�Coo Southold,NY 11971 http://southoldtown-northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 22,2013 ZBA FILE: 6668 NAME OF APPLICANT: Robert K. Scripps PROPERTY LOCATION:2745 Pine Tree Road, (adj.to Little Creek)Cutchogue,NY SCTM#1000-104-3-6 SEORA 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 July 2, 2013 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 August 5, 2013. 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 EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: Parcel is an improved 33,184 sq. ft. lot, with a two story framed dwelling and an accessory garage. It has 108.67 feet on the west side of Pine Tree Rd, 373.12 feet on the southerly property line, 359.21 feet on the northerly property line and 116.63 feet on Little Creek. As shown on site plan prepared by Frederick R. Weber,Architect dated May 30,2013. BASIS OF APPLICATION: Request for variances from Article XXIII Section 280-124 and Article III Section 280-115 and the Building Inspector's June 13,2013 Notice of Disapproval based on an application for a building permit for additions and alterations to existing single family dwelling at; 1)Less than the code required minimum side yard setback of 15 feet; 2)Proposed construction will result in existing accessory garage in a location other than the code required rear yard. RELIEF REQUESTED: The applicant requests variances to construct an addition onto an existing home with a 9 ft. side yard setback. The proposed construction will place the existing accessory garage partially in the side yard. ADDITIONAL INFORMATION: All additions and alterations being proposed are landward of the bulkhead structure and tidal wetlands. This applicant had three prior variances the first #5295 in 2003 for additions to Page 2 of 3 August 22,2013 ZBA##6668—Seripps SCfM41000-104-3-6 accessory garage with habitable space was denied, #5685 in 2005 for a dormer addition within the side yard setback which was granted as applied for and #6069 in 2007 was for additions and alterations within the side yard setback, combined side yard setbacks and within 75 feet of the bulkhead which was granted. FINDINGS OF FACT/REASONS FOR BOARD ACTION.- The CTION:The Zoning Board of Appeals held a public hearing on this application on August 8,2013 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: I. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The requested variances consist of two additions to the front of the existing home, a total of 422 square feet. The proposed additions 186 square foot addition will place the existing accessory garage partially in the side yard area, an area not permitted by code. The single side yard exists at 9 feet. The proposed additions to the front of the dwelling are modest in size and will not impact the immediate neighborhood,which consists of several waterfront homes on similar size parcels. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The parcel consists of an existing home centered on a waterfront parcel with a non-conforming side yard. The existing architectural layout of the interior rooms requires that the proposed expansion be located in that area,thereby expanding the non-conformity and requiring a variance. With regards to the existing accessory garage, the only option for the applicant to pursue other than a variance would be to remove or move the existing garage to a conforming location in the front yard area, which would be unreasonably expensive. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial. Putting the accessory garage partially in the side yard represents 100% relief from the code. However, the proposed additions to the home will not change the existing placement of the garage on the subject property where it has been located without detriment for many years. The proposed additions at 9 feet from the side yard represent a 40% relief from the code which requires a single side yard of 15 feet. However the additions will maintain the existing side yard and are proposed in the only logical location relative to the interior layout of the existing house. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will not have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant is requesting a variance that occurs often when accessory structures are unattached and constructed parallel to the primary dwellings_ In the past the board has granted the applicant variances to have a single side yard setback of 9 ft. (see ZBA file No. 6069 and ZBA Ref.No 5685). 5. Town Law 4267-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 4267-b. The grant of this variance is the minimum action necessary and adequate to enable the applicant to make additions onto an existing structure 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 Dantes, seconded by Member Weisman (Chairperson),and duly carried,to Page 3 of 3 August 22,2013 ZBAit6668—Scripps SCrMit1000-104-3-6 GRANT, the variances as applied for and shown on the site plan dated May 30,2013 and architectural drawings dated October 1,2012 last revised May 30, 2013 titled Addition/Renovation Scripps Residence and Elevation page dated June 22,2013.by Frederick Weber Architect. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board.• Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Dantes, Horning This Resolution was duly adopted(5-0). Leslie Kan s Weisman, Chairperson Approved for filing �'/dG /2013 '0 ' Town of Southold - Erosion, Sedimentation & Storlin-Water Run-off ASSESSMENT FORM PROPERTY i_ocAnoN: s.c.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Ol IAVa 10 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN -DTe>ic —LT— CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCHON ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? B L Nth (Include Total Area of all Parcels/op '( Will th s Project Retain toren-Water Runted within (� Generated by a Two(2")Inch Rainfall on Site? the Scope of Work for Proposed Construction) (S.F.)Ate) (This item will include all run-off created by site b. What Is the Total Area of Land Clearing Q clearing andlor construction activities as well as all L� and/or Ground Disturbance for the proposed l0�Ssf Site Improvements and the permanent creation of construction activity? (S.F.rarxas) impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DKW RIYIZON (PmovrdeAddivanar Payee asNeeeed) Drainage Structures Indicating Size&Location?This item shall include all Proposed Grade Changes and I P4, EWR g�9� 4V 1M� � Stopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion t�p/'q3 s tply 47VA LgA(>W*-Alf Sim and sediment control practices that will be used to control site erosion and storm water discharges. This f S ,'�1�1T �p( �• item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or r, Excavation where there is a change to the Natural �l�u� t e•+ -7 Existing Grade involving more than 200 Cubic Yards wJ� �.R - �,,iN of Material within any Parcell El Ca'�"1 rJ Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand ❑ (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction Genera( DEC SWPPP Requirements: or within One Hundred(100)feet of a Wetland or u Submission of a SWPPP is required for all Construction activities involving sal Beach? disturbances of one(1)or more acres; Including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Stopes are part of o larger common pian that will ultimately disturb one or more aeras of land; which Exceed Fifteen(15)feet of Vertical Rise to a inducting Construction activities involving sail disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required forstorm water discharges (SWPPP's Shall meet the Minimum Requirements of etre SPOES General permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.OP440-001.) Surfaces be Sloped to Direct Stam-Water Run-Off 1.The SWPPP shelf be prepared prior to the subm iti al of the Not.The N01 shelf be into and/or in the direction of a Town right of way? submitted to the Department prior to the commencement of conswction adlvity. 2.The SWPPP shell describe the erosion and sediment control practices and where Q Will this Project Require the Placement of Materia(, aired. -corstnxkton storm water ma p i required.Post ilagerll@rIt radices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce fie pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of lids permit.in addition.the SWPPP sham Area?aim been vola ear inckme the irowa m a oonway Aprons) Identify potential sources of pollution which may reasonably be expected to affect the r ;4 quality of storm water dWorges. NOTE: N Any Answer to Questions One through Nine is Answered with a Check Mark 3.AN SWPPPs tial require the post-construction storm water management practice in a Box and the conabucrfon eke disturbance Is between 5,000&F.51 Acre In mea, i component shag be prepared by a qualified Design Professional Ucensed kr New Yak a Storm-Water.Grading.Drainage d,Erosion Control Plink is Required by the Tom of that is knowledgeable in the rim Southold and Must be submitted for Review Prior to Issuance d Building PWMIL 9 principles end practices of Storm Water Management (NOTE: A Check Mark(4)wW*r Mower for each Qresifon ms Ftegdred�a Cmpew Apprtcsmon) ii STATE OF NEW YORK, COUNTY OF S 4i.Jr!:. `iK............SS f y� ..W kat.Uri Ira, That I...............W.me of in Wdual ... ........ .... ung duly sworn,deposes and says that he/she is the applicant for Permit, (Name of irmr0viaual signing Douxne„t�• / And that he/she is the �w......�.. y,(.�4R!G}(IT Zi ..r.... ......................................................... I (Owner.ContracW Agent to Officer el¢) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have perfornied the said work and to i 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 herewith. Sworn to before me this; ...............R.t>...... .:'.........day of..` srl Notary Public ----- ........... APPS) 0!!PAVA CALQSIS (Smgce�eof = i FORM - 06/'10 Q. a ill .'ounty L L.' i OF SO�lyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road y� (631)765-95 P.O.Box 1179 G� Q roaer.richert fown.south0ld ny us Southold,NY 11971.0959 o�yCQlINT`i,� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: ::�2//ally Company Name: Name: License No.: Address: • , f�- .�'��C t��S - ,:�-� v ,,� o /I,� y / � . Phone No.: �- JOBSITE (NFORMATION: (*Indicates required information) *Name: a 3 r'r2T- S s "Address: t,:l -7qS P�N r . TGA i�I7 C,ey rz r, *Cross Street: *Phone No.: 63 ( 7:�> Permit No.: Sj C Tax Map District: 1000 Section: ► )I- . Block: Lot: _ i *BRIEF DESCRIPTION OF WORK(Please Print Clearly) t v ofC (Please Circle All That Apply) Is job ready for inspection: YES/ NO. Rough In Final *Do-you need a Temp Certificate: YES! O N Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 00 300 350 400 Other I . *New Service: Re-connect Underground Number of Meters p Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION S•� _�c� Com® Jr .82=Request for Inspection F �' �� L4 �� pF SO�jyl�r�, Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O. Box 1 179 C% • O Southold,NY 11971-0959 {�{ �,104UNTY,N ', June 26, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Burger Construction PO Box 934 Cutchogue, NY 11935 Re: 2745 Pine Tree Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder tate. (All permits involving plumbing after 4/1/84) �_�es Certificate of Compliance. (Town Trustees#765-1892) 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 — 38510 — Additions and Alterations AW REScheck Software Version 4.4.1 Compliance Certificate Project Title: Scripps Residence-Addition Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 19% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 2745 Pine Tree Road Frederick Weber Cutchogue,NY 11935 Arcitect 41 East Maple Road Greenlawn,NY 11740 631754-5555 fweberarchitect@yahoo.com Compliarlcet�Passes using UA trade-off Compliance:3.7%Better Than Code Maximum UA:134 Your UA:129 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. Gross Cavity Cont. Glazing UA I Assembly Area or R-Value R-Value or i•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 347 30.0 0.0 12 Ceiling 2:Cathedral Ceiling(no attic) 132 21.0 0.0 6 Wall 1:Wood Frame, 16"o.c. 630 21.0 0.0 28 Window 1:Wood Frame:Double Pane with Low-E 111 0.300 33 Door 1:Glass 20 0.400 8 Wall 2:Wood Frame,16"D.C. 248 13.0 0.0 18 Window 2:Wood Frame:Double Pane with Low-E 32 0.300 10 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 314 21.0 0.0 14 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 4.4.1 and to c ly ith the mandatory requirements listed in the REScheck Inspection Checklist. R'Cr_>Wu*__ Name-Title Siftature \�f ', Date Project Title: Scripps Residence-Addition Report date: 10/31/13 Data filename: Untitled.rck Page 1 of 3 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-21.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Glass,U-factor:0.400 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-21.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5'clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Lj Materials and equipment are identified so that compliance can be determined. Cj Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Project Title: Scripps Residence-Addition Report date: 10/31/13 Data filename: Untitled.rck Page 2 of 3 Li Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Li Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Li Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Fi Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Lj All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Lj Building framing cavities are not used as supply ducts. F1 Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Lj Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: F1 Circulating service hot water pipes are insulated to R-2. F1 Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: Lj A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: Scripps Residence-Addition Report date: 10/31/13 Data filename: Untitled.rck Page 3 of 3 2010 NewYork Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling/Roof 30.00 Wall 21.00 Floor/Foundation 21.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.40 0.40 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: SURVEY O LOT 12 P/O LOT I I -- - - -- - LOT COVERAGE CALCULATIONS MAP Of ����� ���� LOT AREA TO h1.W.M= 33.184 SQ. F(. -- - - — WETLANDS= -- _ -5,633 SQ. f f. �,� r, PND �') LOT NET= 27.55 1 SQ. FT. - =` FILED MARCI-1 28, 1 935 FILE NO. I 1 79 — - 4° 2 STORY FRAME HOUSE= ! ,330 SQ. FT. ` �• c A of > r T a FRAME GARAGE= 376 SQ. FT. ' E v z_-_4CES iJFE E _- -SITUATE • P CONIC h PKOFOSED ADDITION= 442 SQ. F . _ ���L, IIPL TOWN : SOUTH OLD --- - t � _ rAGE MAX 2G� SUFFOLK COUNTY, NY LOT COVERAGE= 2,148 SQ. FT. , - LOT COVERAGE= 7,79% A AoE�._ H ALLOWABLE 20% OR 5.510 SQ. Fr. SURVEYED OG-2G-2002 REMAINING= 12.21% OR 3,362 SQ. r. PROPOSED GARAGE 02-25-04 —— T' " G ,=R_ _ SYSTEMCALOJLAT^._. c REVISED 07-13-04 rCu i5E ROOF AREA 3265 DAA u E E°EFMv 6 PROPOSED ADDITION t GARAGE 07-03-07 �R� �EOAoo�T����= 445- ti Ell, A _ Bl�,-- , 77 .,� - e-�;;us Su fLce=_ .._catea 'a 0.d ice i Are. SURVEYED 07-02-2013 2 =RAN °7„!.Fr � E_ PROPOSED ACTIONS 07-2G-2013 '42g 4 2 s URI.FT.IN 8-DIA POOL -4c 2 t, - _�_ ,r,T+ON S- '32 ,f 7.13 VERT.FT. _ _O-A-: 958 s( ..=J _� 7071, x:54 =_t SUFFOLK COUNTY TAX # FRS'✓—IDE' P A X 4'51011v'DRA N P0.. _ 1000 - 104 - 3 - G CERTIFIED TO: ROBERT SCRIPPS -LAG I FLAG 4 gcG Vo a `D 0 2C 3 I7 � zC .I FLAG? .,---'-....2 IN Lane Lot 13 ' S - S i .0 359.2 1 ' ""kid =a�< �♦ �aN87 O , II 0 4'� --- - O E OI 2 e F E `�� _ M G Ay AE 7 �_ 4 -} 2 FEMA x FRAME 6 ♦♦ , \ GARAGE �h Lot 12 j/ � Q L % Pay a° ---/��♦\ / �'f \ — >.— AC S b� srr� .\`P`�� 'c1 p J 4 Story ♦ 2 ♦ �� h o se 4c ♦♦ I I �_ e ° --- O� - s 6 �O ' ,J � { i - •\ /Gam-_- ,'e,. �— z.,Fwa ma 2' S� , j Y z pyo Lot I I g NOTE: CONTOUR REFERENCE NGVD '29 �✓ !NOTE: DRAINAGE RING #2 ONLY REQUIRED FOR REROOFING HOU5E EAST OF MAIN RIDGE NOTES: e e ❑ STONUMENT AKEFOUND FOUND IF C. EHLERS LAND SURVEYO(� tioF NE PIPE FOUND �F,A 'p WIRE FENCE - _ C7 c —x— —x— �F s _ ��a gel �—o- -� WOOD FENCE G EAST MAIN STREET N.Y.5. LIC. NO. 50202 * - Area = 33, 184 Sq. Ft. I RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 r Area = 0.76 Acres Ion Islandlandsurve or.com p GRAPHIC SCALE I"= 40' 9 Y T a r e, Fpl LAN- Vii, sssrees 1- - C w c -i Roof -------- -------+ ---- -------J�---- ---------------------------- ------- - I I I I I I 13„ I I I I 1 2 1/2" __ !_ 2 1/2" 1 I I j11 B�TH I I j AT,H 3 I 1 121/2" 11y2" 211/2" 112" 21/2" 11Y2" 21/2" 112" I I I I I 2nd Floor ---- ------------- ----I--------- 1 2„ 3" 1 12" 1 2" 31, 1I 2" -------+ ------ ---- ------------------- ---- --- --------------I------ --- CO 1 i CO I I 1 2" 2 1/2" — ———1 I i I I 1 I i I I KITCHEN LAUNDRY i BATH 11I 1 1 1 BAtTH 2 � 1 1�2" 112" 112" 1 1�12" 2 12" 1 1�2" 1 1�12" 2 IV 2" LT—Lf DW I W1 I I U11 I Ist Floor I --- -- -- ---- -------- - ------- ---- -- 2„ 2„ 2„ 11/2" 3„ 2" 1 12" 3„ 12„ ---- -- -------- ----------- ---- --- ---— ------ ----------- ----------r -- To Existing 5nita CO C.O. C.O. System Building Drain, 4" Diameter, 1/8" per Ft., Min. Pitch PLUMBING SCHEMATIC NOT TO SCALE SCRIPPS RESIDENCE CUTCHOGUE, NY DRAWING SCHEDULE FREDERICK ROBERT STORM WATER POLLUTION PREVENTION DRAINAGE CALCULATIONS: DESCRIPTION WEBER CONSTRUCTION PHASING: PROPOSED ADDITION: 314 Sr- Al SITE PLAN I- INSTALL HAY BALE/SILT FENCE. PROPOSED FRONT PORCH: 108 SF 2- INSTALL DRAINAGE STRUCTURES EXISTING HOUSE-WEST (Contributorig Area- 540 sf A2 FOUNDATION FLAN ARCHITECT 3- CONSTRUCT ADDITIONS TO EXISTING RESIDENCE. West Side of Main North/South House midge): 962 SF 4- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES, x .166' (2" Rain) A3 1ST FLOOR PLAN 159.1 cf (Required) A4 2ND FLOOR PLAN INSPECT HAY BALE/ SILT FENCE WEEKLY Drainage Ring til: (U 8' Dia, x 4' Deep = 168 cf (Provided) AS ELEVATIONS EXISTING HOUSE-EAST (Onlg Required if Reroofed 826 5F SITE AREA: 33.184 SF, LAND DISTURBANCE. 900 SF on East Side of Main North/South House Ridge); x .166' (2" Rain) 131.1 cf (Required) A6 SECTIONS FILL REMOVED FOR CRAWLSPACE t DRAINAGE STRUCTURES: Drainage Ring 42. (1) 8' Dia. x 4' Deep = 168 cf (Provided) Al WALL SECTIONS/DETAILS 314 SF x 2.15' = 863.5 CF / 21 = 32.0 CY (Note. Existing Garage to Remain "As is"- No Drainage Calculated) (8'0 x 4'H x 2) = 336 CF J 21 = 12A CY A8 CODE DETAILS TOTAL (±). 44.4 CY AD Drainage Structures to have Traffic Bearing Slab Tops. All Leaders to be Piped Underground to Drainage Structures with REMOVE TOP501L IN AREA OF PROPOSED CRAWLSPACE # DRAINAGE STRUCTURES, 6" Dia. PVC Piping STOCKPILE, RE-SPREAD OVER DISTURBED AREAS. SI 2ND FLOOR FRAMING (IST PLAN) 52 ROOF FRAMING: (2ND PLAN) FLAG 5 El ELECTRICAL: 15T FLAG 4 E2 ELECTRICAL: 2ND Tidal Wetlands t as Flagged bg ul JMO Consulting FLAG 3 June 20, 2013 a d Q w Lane (Located bg John Ehlers, l I Survegor, Julg 2. 2013) -q \ (Wetlands .(Wetland1 ..`o bWhd _ ~ IL 0- Setback) Setback) , line \ �cp- ,C 1 fe LAG L o 120"E u E fe e fe x----- , o Q o %�, EMA AE (7) \ 0 0.7's x ^-1 p Wit aX 1 0-C, O '� _ �i9 �/ -. e{. 8.5' - A Q -- -_-_- __-__ �-k- -_� __ e! _ 8.6' \� Dil FEMA X - -^ o���� -.`�, �� �OQ,��{� to Q-, 23' v�j -`- -fram ~ _ ro ose Silt Fence w/ i = \ r � o r .•' ( es.s' aCtileveBales S Lgx W Hag I_Stor x q°G"� �� Cu rop05f3 �Q ox- _ \ Or iriag ` o°a ps Ed J ' Lot S f D,s'ain ge dip CE .......`.,. ;R�i�g �'`7p `\ o,� ge C`� ��'� Lot 12 ♦ � �Ring � ` 2 ' e1. = 11.5 DRAWING TITLE: FrrmorpcosOd Existing a a ont EXi A _\1Existing Patio a D' � JITE PLAN 0 Existing �tOQ Gal. 21 �, �,. ', •_-.. __._ - ,�j chi � _ P -_ __ ?:;: ::. P Shadr f' me '70 \ ` -1 �"'o( s \ t,7 Rn Pr0~a :Xi:•:::::}? boewe �.. el. ` toemain �._�7 _ _-`-----= _2 USG �, x \` 9 -{�� \L Ot P/O rimers ' i D fig. _ _ -rl nor rch _� 1 fe el. 0.8 ;0O -..----�- Q 1.2 ho er Existing 10- x---.---x� � -x JOB.Un a fe Uo.: ' owire Fence RENOVATION/ADDITION �"ams" f 11.6oss It New UndergroundSCRIPPS RESIDENCE '►w _________-� Electrical Service . J E �----- E to }"'louse ��\ ` °-� E yExisting New Overhead Service NORTH 2_ Existing CUT PINE TREE ROAD CtlTCHOGUE, NY Utility P�O Pole � ` � ---N51TE PL A TOWN OF SOUTHOLD i .0� � Irr 20r_ Orr SCTM* 1000>-104-3-i r 4_ `1 PI_ UMF31N.G-1 . ARCHITECT: AL.P • WASTE / &��-A :• ��_,-.��S NEED FREDERICK R. WEBER TESTING BEFORECOV�RING 41 EAST MAPLE ROAD GREENLAWN, NY 11140 f 52 NOYAC PATH PLUMBER CERTIFICATION WATER MILL. NY 1114 & .jWN CODES ON LEAD CONTENT BEFORE AND CONDITIONS OIi3ERT1FICATE OF 01'CUPANCY TEL 631 '154-5555 PAX 431261-1 N.Y.S. DEC NOTES: T06JN OF SOUTHOLD- ZONING: PROPERTY DESCRIPTION: �:_,.�_SOUTHOLD TOWN ZBA SOLDER USED II ti 1,14A TER SUPPLY SYSTEM ", `:'N'OT ZONING: R-4o •-.•--.•._ .•....•.......-q..-�.SOUTHOLD TOWN PLANNING BOARD .. . SEAL: 15' SETBACK FOR ALL BUILDINGS AND PROPERTY OWNER: ' ,SOUTWOLDTOWNT?j ICT EXCEED2/10OF19� i .:: D. OTHER STRUCTURES FROM THE MOST NON-CONFORMING LOTS (20,000- 39.999 SF): ----F �- EES LANDWARD EDGE OF TIDAL WETLANDS USE SETBACKS IN SECTION 280--124 OF ZONING CODE ROBERT SCRIPT'S (100' SETBACK FOR ANY ON-SITE SANITARY - -" - r'J'^ '' o��`GK �" SYSTEM) YARDS: (PRINCIPAL) FRONT: 40' PROPERTY LOCATION: "ADJACENT AREA" FOR ALL SIDE (ONE): I5' 20 MAX. LOT COVERAGE OF D 2145 PINE TREE ROAD A; IMPERVIOUS SURFACES (TO IN STRUCTURES. DECKS. SIDE (BOTH): 35' CUTCHOGUE AY ETC.). ADJACENT AREA REAR: 50' TONIN OF SOUTHOLD PATIOS, WALKS, IMPERVIOUS DRIVEWAYS. 15 TO BE FIGURED LANDWARD OF TIDAL WETLANDS LINE TO HEIGHT (MAX.): 3S'. 2 1/2 STORIES SUFFOLK COUNTY, THEW YORK DATE I/ / /3 r _ NYS DEC LINE OF NON-JURISDICTION (ABOVE 10' CONTOUR) LOT COVERAGE (MAX.): 20% r SURVEY INFORMATIiON: `EE:�� - JOHN C. EHLERS, LAND SURVEYOR NOTIFY BUIL' IiL}'A.I'MIi1�N�NT WETLANDS AREA: 5633 sf RIVERHEAD. NY 765-1802 8 c I'M � ADJACENT AREA: 11,851 sf x 20% (Max. Coverage) 3871.4 sf SURVEYED: JUNE 216, 2002 NON-JURISDICTIONAL AREA: 9694 sf FOLLOWING I�.;:N l_ ' Eur 111 a {Above ID' Contour) REVISED: JULY !3. 2?004 '� 1. FOUNDATION -Tt�V�C FtFC�Ui:- - REVISED. JULY 2. 21413 :4 �r FOR POURED CONCRETE Construction OCT 21. 2013 TOTAL LOT AREA 33,184 sf LOT COVERAGE:: (Town of Southold) 3 2. ROUGH-FRAMING.PLUMBING, Update JULY 25. 2013 LOT COVERAGE: (DEC) All Structures, Decks over 8" to Grade) STRAPPING. ELECTRICAL&CAULKiN(" r, LOT NUMBERS SH01WN ARE FROM MAP OF REV.: All Impervious Surfaces Located in "Adjacent Area r N f`- fa � tkia° 3. INSULATION ,f EXISTING HOUSE; 1096 sf "NASSAU FARMS", FIILE NO. II T9 ,.^ ,A 1,-.,�:, 4. FINAL CONSTRUCTION.&ELECTRICA DATE: MAY 30. 2013 EXISTING SCREEN PORCH: 240 5fFILED MARCH 28, 19135 P 3; MUST BE COMPLETE FOR C.O. EXISTING GARAGE: 3'16 sf EXISTING GARAGE: 3'16 sf ROPOSED ADDITIONS: 182 sf EXISTING TOTAL: 1'112 sf (b.2�) ALL CONSTRUCTION SHALL MEET THE SCALE 1 20 REQUIREMENTS OF THE CODES OF NEVa SCTM# 1000-144-3--6 YORK STATE. NOT RESPONSIBLE FOR � �5^ PROPOSED TOTAL: 558 sf (3.1%) LOT AREA: 21,551 H+/-) S.F. (UPLAND) DESIGN OR CONSTRUCTION ERRORS. JOB NO: m200603 PROPOSED ADDITIONS: 334 sf LOT AREA: 33,184 Si.F. {TOTAL) • PROPOSED PORCH. 108 sf 442 sf DRAWING NO. .+0.0' = ELEVATIONS REFERENCED TO N.G.V.D. of 1929 8 �'•-�--. EXISTING CONTOUR FLOOD PLAIN: X (In Area of Construction) PROPOSED TOTAL: 2154 sf (1.8%) FEMA FLOOD ZONE DETERMINED BY LOCATION OF THE 8' CONTOUR RETAIN STORM WATER RUNOFF AS REFERENCED TO A USGS BENCHMARK IN NGVD 29 DATUM PURSUANT TO CHAPTER 236 OF THE TOWN CODE. FREDERICK ROBERT WhgER ARCHITECT ------------- ------------- I 1 ! 1 t i ! t i A6 I i V J t I t ! i I r C i JN IQ,_l0" I t Remove Existing N I I Bsmt Window, t5ave t t for Relocation) Verify Sill IE A.B., I Existing I (1 Block Opening Solid Strap Joists to I Screen for Cantilever Sill le tTgp.) I Porch 1 I Foundation I Insulate Ovhg. w/ --- - -_______ ____;, } I 1 I _ 5 1/2" P.G. Batts y:w -- (R21), Ix8 TiG on III iZ ca `'` .�, ut L.; oo Underside Il y Imo' sv iii iy 11 GFI a v li 24'-8" co _ ExistFIN ing -� 1 ii � -� r 215 Gal. U: cn � > ii � Oil ank u- - ++ ; °D New GaIY. Joist \ '� r� to ?� P II y P <'V C! C`1 It Hanger for l3) �, C-4 11 2xb 1=.J_ 8f, �, �" X-41" ,- " 5'-8N 3'-$N 8 X 5,-4, 8" Sl-4' 8" _ ,--i 11 r—.—__.—..'-7 r— —•t Elastin G►rder 12x12 der I ij I I Existing ( ) 2x8 Grde EWsting Girder DRAWING TITLE: New q—/ I t i I I ! x I11 FOUNDATION LV dr. °D Exis in r---- , New 3 /2"o Ili Emsting E istr 1 it Ste l PI e i Steel toe COLS _ �" !u Conc. B1. IQ p on 30 x30 xl4 �- $ se n I }I ' u- Colu n I I I Pier I .t is Smoke , _S�_;l P. C Footing ;s, o eL Z 11t A ce s I }I Exrsti Detector I I j_ I _ , I I ExtsttM _ I I 30 al. n oo Q Existin -F 1' _�►- ! 0 n oo p + g I ____ r` CRAik SP CE + + '0001$ Water Htr ____ xisti (2) 2x8 Gird r — Ort 1= H m BASEMENT I t I Crawl ace �+ B A6 w t IF____I j Add 8 to Grrde� Slab ,+-8" A6 AbovQti Bsmt. 2'-2" '- !`-2 5'-'!" I -- -2" 5'-11" !'-f0" Slab III Existing r— r — — -1.o r— r - —ti r -- t#I JOB: Fireplace Ernst (3) x8 Girder I oor ! Existin 4x6 Girder! F Essigting Girder foundation -+ - --- -+•-e• -� - .4- -0--+-• -- - •+-- -M•--• --.- RENOVATION/ADDITION, F I 1 I I I I I Existing I t — -_ L--- L------�+ L-- - SCRIPPS RESIDENCE Existrn � 6'-II" (Top 140 Am}�--_ a p Service + Oil Fir d of Slab to r -;, _ _ ----- FurnaceUnderside orI New (3) 1 1/4" LVL der New (3) 1 1'4 :' ti Girder P Floor Joists) re — —, ,. 2145 PINE TREE ROAD Existing Well Pump a1 " U II t t (Under B ng Wail Above (Under B Mall Above) CUTCHOGUE, NY Expansion Tanis to r c. in Existing `-_�:, P X Fill in Opngg`" "l�ew 16"x8" Cont. TOWN OF SOIJTHOLD Remain for Future co �, Electric Q � w/ Conc. BI. Bt. Pier 2 SCT11# IOOD-404-3-L Lawn Irrigation Use, to Remain New - " - Remove Bsmt Window. } For Bearing P. Conc. ¢t•- Remove Water "Steel Pte Col. F (Save for Relocation) i N i Treatment/Filters ' Ewstin 28 0 " N " w Lower/Widen Opening o °' 12'-0" Public Wat r one P. Cons. Footing oor or smt cces u� ARCHITECT: t ''} Service Foundation CO 4'-O" 2'-D } Underpin Crawlspac_e Remove Existing -� A (10 Courses) G>=I Q i Foundation Wall Bsmt Window l i i t I ( I i 1 i FREDERICK R. WEBER ,< 41 EAST MAPLE ROAD ►I t2) 1 V4" LVL I ill---------—---__ -- _--, GREENLAWN. NY 0140 t Block Solid Below _ t I o I } Bearing Point Above H li N� te:� All eceptacles �"iii11, aise/Re-rout i `t i 52 NOYAC PATH DOTES: i 3 O Ab ve Slab i *-manitarg } 18 I WATER MILL, NY 11916 `� t - X _ z It + I Waste Pipe i- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER _Y__ -_-+_____4_- _-- _ I _ i ` --- ---- --_ -__ _------_ -_-}— -- :U' TEL 631 11;4-51;55 I F11 FAX 631561-1084 PARALLEL PARTITIONS AND AROUND ALL OPENINGS. "Pin" New F d. Wall I.p _ •oi> T -, r I I `'#!I ' New 2x8 ailer If,, Block off Wall I I - P I New -' };� ` to Existing Fo nd. Wall 1100 I : ' u ri a fit u. - I O 2-- CONCRETE TO BE 3000 P51 AFTER 28 DAYS. w/ it4 Bars, " oc t.� i 0 ;O i viii BASEMENT m }� I -� SEAL: p I.cv �r D 1 t i mill 4" P. Conc. 3- ALL FOOTINGS TO BE A MINIMUM OF 3'-O" BELOW CsRADE. + t}'" 1 ai fi! Slab v , ,: I ��cx R• 1. u °x° D I ;�. " q'_2" r-111 (l`-6" z 81 .:•. I D K E:Y aF. yr All Framing in eck Zlit to be Pressur Treated r -- ; r----i A6 4_ . I I �'I 1 t i A`6 , 5- ALL COLUMNS TO HAVE L`x10"A/2" B.PL. ► t - _ _ _ s n (UNLi=59 OTHERWISE NOTED) t -= — — - L — i_____ _ ______- - - - 4 I ! u- I # 1 I t2) 1 1/4" LVL i zits — - (2)_1 1/,f VIS _ Existing * I -- -�' -t^ - _ - _ - I Foundation Wail Conc. Preys, 3' Below -- J New (3) 2x8 Girdfr i - it _____- —-(Min.). __, Veneer Above Grade L� —.L. .—I Relocated I Relocated ----------4, Bsmt. Window I Bsmt. Window New I Foundation Wall 1'-O" 1'-4 1'-0" !'-4" 4'-10" T-8" � T-0" � 2'-8" � 4'-•10" —ter----ter— -------ter � �. Underpinned 18'-O" 22'-O" "` Foundation Wall REV.: 40'-0" DATE: OCT 21, 2013 C SCALE 1/4` A A 6 JOB NO: 6200403 A6 FOUNDATION PLAN DRAWING NO. I Z 142 OF AS FREDERICK ROBERT WEBER ARCHITECT G-011 WINDOW SCHEDULE DOOR SCHEDULE V _____________4L___-___---__ Unit Model R.O. (Width x Hgt.) Area aEgre Unit Model #t Width 4 Height ! I t ADH3054 3'-0" x 5'-4" O Front Door- 'Simpson', Bellaire 3'-pR x 6`-8' ! VV (Dbl. Hung) (6 over 1) 5.84 Yes Mahogany, lnsul Safety Glass s i ADH21050t 2'-10" x 5'-0" (6 over 1) Yes 2 Rear Door, 'Therma-Tru°, Smooth-Star, 2'-8Y x L,-8- (Dbl. Hung) Opng, 24 31V W x 25' H 5-06 (Ist) Q Model 56042, Fixed Gniles, Low-E � ADH21040 T-10' x 4'-0" A I • 1 Ll (Db}. Hung) (6 over 1) No Q A6 � Existing � ADH3834 3'-8" x 3'-4" 4 ; SCREE• PORCH r _ (Dbl. Hung) (6 over 1) NO O O Csmt)50-2 4`-8" x 5'-0° 1.64 Yes * Verify Operation I I ! C I =9 QACW2034 * T-0" x V-4° ! s ` (Csmt) NO 6" 10'=10" 4' 2'-10 i/2" AAN2020 2'-0' x 2'-0' Cantilevered Box Bay Existing t I (Awning) NO 11/2" 4'-8° lil. )2'g PATIO i t I.' s O -- Line of Overhang Sited Roof Model Numbers Refer to "Andersen", A Series, ____________ _____..._____-_______- ` Full Divided Light, Low-E4 Glass, White, PG 50 j 1 t d "Mulled Windows" to have 3/4" x 4 9/16" LVL Factorg installed Reinforcing Mullr Ton DW U., 0 Straight Arm Operator ---:Q Remove � 2 ;. , i . : I Existing --- - D --- CL. Ex lG1TCHEN- EAST WALL Walls `. Provi a 2x6. : _� Ex Studs C] New Window Existing 2x-4 xpan ed " R in Existing 4" _ Existing f6'-6" on East W8II: :4R kITCHEN 15'-6" 4 b'-8" 4 Ex Ica ,f Location E I DINING (New Pine Plan ) (2'x3', T (Existin ine Plank) Existing Csmt.) , Hoad g _ r; t-------__-_____-:¢ ---� Cabinet ExistingVert. Bd. on m i i = Farm Table �i _ to Rem n Ex Built-in Walls- Full Hot. ui i I I ; (Mav�eb}e3�, _ ;, , 11 " , 1 I- l� , ti s/ , Ex Cap Exists g (1-0 x 5-4 . 11 1 N i...............4- ; ���1, 1 Existin TITLE.- Under Wrndow) F ' '' > > ' --- DRAWING ,.. ................................. __- ,........ .....�__------, �_ �. 1 it �- __= --== IxII0 Trim. Recap Ref. ----�........ .....�- ,... .........�`_ ��=_ ___ _ $ATH , -__ 1 (Mount Towel Bars ^j R�rnove Exi in Walls. FIRST FLOOR '� 4- ,1 Existin de on New Trim Board) Range Ddew W�c�ow l4-4 � g to Re ain �, in Existing fExssting) ,•`�� Ca#�inetry, E c Ex Ex I — Location , .� _ Line of Loft (New U set Beam in Rail Above) ___ ' 2 KITCHEN- WEST WALL Existing -r - ------r--r---------TT- -- n - __� � ' __�LRe ]11, ----s '�x6- ; _ p ;Access- ! Line of Ridge,(Above) I I Post --� - -- � "-- ,! Tub w/ Tile O Cut--Dougnl Stone I I , -T- ----------- HALL ANTRY Sur ound B c� Facing on (Fireplace i I Utilit i i Recanfi ured i Al A6 A6 I Add Neuf Wood � � inky } LAUN RY 2c � (Nes P+ge,-P-lenkr p Wainscoting SQUARE FOOTAGE_ EXISTING NEW TOTAL I Seam Mdntle 2_-=iO O SP 334 SF 13'i4 SF I i i t (New i1e) i JOB: Exist —s I p Remove New (4' Hgt.) Existing 2� RENOVATION/ADDITION fST FLOOR 4 FirgtJaCe a 1 1 ^____ s I D W SAT 2 Ex 2ND FLOOR 620 SF 2'15 SF 895 SF Note: sp Over over Typical Window _ _ _ __ __ __JJ_____ ____ - e1:. - ter Walls (New Ile) SCRIPPS RESIDENCE Front Porch. - 108 SF 108 SF Header 96'-S" �- _ (Existing Pine Plank) t ! I �_ R Y ' New Vanit . Exis in- 4 D 4 [Ibove D 0 Screen Porch (Existing) 240 SF - 240 5f Height Hea th i Reuse MB -� Remove Exis mg 2't45 PINE TREE ROAD t 1 I I p 4 Sink/Faucet .� Window, Patc CUTCHOGUE. NY Detached Garage (Exssting) 368 SF - 368 SF N °1!1 x 'D� sus Dormer/Windows Ie1 2 Open Solid, latch ecora the v !�I Above Iv I Vert. 13d. on I m i Siding TOWN OF SOUTHOLD Remove Existing I I i �> c s (NEN CL. SCh 1000-104-3-4 eam ( __ __ IL Walls- 8' Hgt m Z Window. Install New--.� -e I t-E 9 4 3 S I y1> �"-- I 9 1' 2 - =m y 7 M 1 Y R+){ O' 411 5, 4N 411 ......... ... ...........� __ 1 F -- t ........... .....................i. „ - 4 lei Window in Location 'T to Match Window (D ! - -' s I s i 1 I ' on Opposite Side I �? s>_ Reitrzgve I t in I 1 !-i c '4' 0 0 of Op lace I ;, Existing I I �� I It 2 2 2 ARCHITECT. - on Walls t Colymfi �� s i O 4x6 I I I I ! Post O ^ New I = I I DropHeaders I ; I ; ; __ __ © O FREDERICK R. WEBER Built-in =-`r �----- _---= �_��-f p --- i------1- -----� ` =---=- �cT_ =,T- -------- m - - ---- 41 EAST MAPLE ROAD Rx 5'_4R a>- —_a ��i ' J--n --- -}---� Remove- a _a� --- ------ iv GREENLAWN, NY 11140 Under Window) `` ALCOVE Half-H t 4 - �;; Ex and d Existing :Q U Books If p Wails 52 NOYAC PATH ci New -9 i (New Pine Plank) ii I; DEN Expanded WATER MILL. NY 1!19`16 a- Bookshelf W Vert. Bd. on ';: ; - j "i (New Pine Plank) $R 1 Walls- Full Hgt. __, __ _i TEL 631 154-5555 thew Pine Plank) m a FAX 631 261-1084 Vert. Bd. on :Q C Shutters (Typ.) C Walls- Full Hgt. Vert. Ind. on _ ©n Walls- Full Hgt. 4" o c FRAMING tai S: 3'-2" 2'-i0" 2'_8N 2'-10" 2'-b" 3'-0" I, ON N �,_4d 4" Il'-8" _ SEAL: New 4x4 Pressure �� ED�;AOyT o Treated Post, (R.O.) (R.O.) Door) 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER N N D K E Y y- 1. Encase in 8x8 FRONT PORCH D ^ 2. ALL SHEATHING TO BE APA RATED. EXPOSURE 1, 5/8" MIK. THICKNESS OR AS NOTED. PVC Trim, Strap B o (} � URE 1 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD to Pier >l Header A6 0 ` � '�6 3. ALL SUBFLOORING TO BE APA RATED STURD-f-FLOOR, EXPOS Hand Rail � v TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. _ DnR - Existing 4, ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS. 9'-O" AND OVER WITH TRIPLE UPRIGHTS. -` `-- u► `' �, '"'^`"" Frame Wall ' _i k ALL HEADERS SHALT BE A MINIMUM OF 2-2x8 iN 4' WALL ! 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. �1 BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. --- ----- rs� 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR -__^-_ Existing frame ��'`�"-- •�, OR AIR CIRCULATION 1N ROOFS. B B 5twtters (Tyt.) I3 S PROVIDE 2 SPACE F O Q a O Wall Removed 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 4'-6 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. R 1 N n " 1 N R " " 4° 8'-3' 4 S -3 4 3-4 59-8. 4 -0 5 -S 3 -4 New S. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. Frame Wail 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAiLS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED_ IS'-O" 4. 22'-0" IL REV.: 10. PLYWOOD SHEATHING TO BE NAILED WiTH 80 a 40 O.C. EXTERIOR EDGES AND 60 5 120 O.C. INTERMEDIATE. 40'-0" 11, ALL ROOF RAFTERS SHALL 13E ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SiMPSON' DATE: OCT Z1, 2013 OR APPROVED EQUAL, 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, C SCALE ; 1/4" I'--O` GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS A {�6 SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS ATA MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR JOB NO: sn2oo603 PERIMETERS. HANDLING, STORAGE. AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. A6 13. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 12" O.C. FIRST F PLAN � DRAWING No. }4. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, SPACING NOT TO EXCEED 8'. z OF A8 FREDERICK ROBERT WESER ARCHITECT V WINDOW SCHEDULE DOOR SCHEDULE Unit Model It R.O. (Width x Hgt.) Area Egres Unit Model 4 Width t Height 1 1 pg i I ADHS054 3'-0" x 5'-4" I Front D - "S[m4 pson", Bellaire V- " x 6'-8" I ® (Dbl. Hung) i6 over 1) 5.84 Yes Q oorMahogang, Insul. Safety Glass I t I t ADH21050* 2'-i0" x 5'-0" (4 over I) Yes Rear Door, "Therma-Tru", Smooth-Star, 2'_S" x " Model Sb442, Fixed Grilles, Low_E I (� ® (Dbl. Hung) 4png, 29 3/16 tU x 25 }� 5.06 (Ist) A I I C ADH21040 T-10" x 4'-0" No 0 I (Dbl. Hung) (G over 1) 'a`6 I t ul D ADH3834 V-8" x 3,_4rr ® I f (Dbl. Hung) (6 over 1) NO ACW2450-2Verlr Operation * 1 (Csmt) 4'-8" x 5'-0" 1.44 Yes p I C I A6 t QACW2034 * T-O" x V-4" "6" 10'-10" 1 Existing {� (Csmt) No t Screen 1 V' AAN2020 * T-O" x 2'-0" I Porch (Awning) No i Roof New Model Numbers Refer to "Andersen", A Series, t �—Valleg I Ex[st[n�_ Ex[stin� Existing Existing Existing Existing Existing I Full Divided Light, Low-E4 Glass, White, PCs 50 r-----------g inaau 1116dow Window Window I ndow Window Window t �- 1 to�emairi io-Remaid 1 to Remain Shutters (Tgp.) to Remain Ito ema[n to Remain to Remain I "Mulled Windows" to have 3/4" x 4 9/16" LVL Factorg Installed Reinforcing Mull o0 1 I t I A 1.., 7.1 sL_ ** Straight Arm Operator -- Provide 2 6 Provide 2x6 I I 1 f I Studs Alongsidir 7LINEN Studs Alo gside I I Existing 2x4's ► I 4 ��., Existing 2 4's I W" t I on East Wall 1,14'-8. 1" 2r_8" I on East W !1 " rr d Existing 1 _0 4 1 I 6-10 6 9 4 4 2 O t Existing Shed I I I I I Linen (Bottom): I ' it 1 I Shed Dormer I a ► I 1 1 Full Depth Shelves i past, , 1 Dormer I I i— I ► ! 1 on Loft Side, g r 1 1 1 11 Existing 1 I Linen (Top). 1 M. BATH I 1 i t OFT i i Shared epth 1 I I I ► I Shelves Between I 1 1 1 [ I Loft # M. Bath DRAWING TITLE: l 4 I 1 ! I I I Remove Existing I i I 1 I Shower Unit, Install 1 ► Pocket Existing I I I 11 New Tile Shower 1 t I oor, 2� O SECOND FLOOR Window I I t I I III P. , 2� Existing cv Existing to Remain I t I Vert. Bd. on1 [ Enclosure w/ t I I Face of Balcomy I Glass Door 1 t 1 ! �' �" M.S.R. Window g On. to Remain I I I I I [ Post to I v- ' 1 I !Line of Existing Rioep I Ridge Line of Existing Ridge _ T O $ 4i ' 14'-8 ' 4" cy B 1 111-8" I 1 �'-4" oal>I� , A4 A6 New O g, from 111 O i I 1 1 2nd H 11 to Upper I HALL I oo s i� ��, 1 I I L,ving 1 om. a,1 I , ao �L Existing JOS: Balutrs t° xis rng I 1 °°� CL !` j E Window RENOVATION/ADDITION I I I Match air Rail 1 { 3'-4" 4" ;4" c �i It I \`L ______ to Remain SCRIPPS RESIDENCE -------__-J I Open to 1 L_-_-_ _-- -____ __ _S� _ __�.-_-. __ I Ceiling I I Below I t Ceiling I I _ 2145 PINE TREE ROAD I Break { I } � "Break I 5mg>q E sting nee Wail s\`6'- CLITCHOGUE. NY I I lb„ 4,^8„ & 1 ------- 4-�O 4 441 TOWN OF SOUTHOLD 1 SCTM# 1000-104-3—L 1 it ! New Corner -01 1 _ �tew Shower Unit 0 1 I i 24 I °- / � 8' GGCIg 'o %ATH 3 O, m 2 -0" 2'_0" I Shed - -- - � i _ Hgt.l 24 �\ G ARCHITECT; DorTU42- I L1NEN N CL. _ � � FREDERICK R. WEBER L-----__ _-,_j--.-_--_-_��_----------L ___1___ 41 EAST MAPLE ROAD -------- ------------------�-_-_-_ - WN. NY 140 GREENLA 11 New t 1 52 NOYAC PATH It t1 ew 1 - Shed t .p I I I I Shed , 1 a New I �` Dormee 1 WATER MILL, NY 119`li r I t t Dormer to 1 BR 2 t "' t 1 TEL 131 '154-5555 ! L---------.-------�-------------------- I _ I Ib u 1 E Fr-----------_.----------------------� I t FAX L31 2LI-108# ► New '9 j t j Y t SEAL-11111! �� ! S: Porch 1 I I ! I I I — /� FRAMING 1 I Roof 11 I � I i1 r .r t I �J�S��\r�AR�hs�? FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER rp 1 t 1 t 3'-2" 6" t 14'-8" ► I. ALL M '� 11 D I I I I I © I[E Y '����.� 2, ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN, THICKNESS OR AS NOTlift ED. i YA4 I I Pitche C(g, I 10 lg, Hgt. Pitched Clg. I I A6OORIN TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD I3. ALL SUBFL G t 1 I I 1 t L BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. IL___--_____-_ ..-------------- 1 _ I � 1 Existing ' • r � ' I.---------------------------------- 1 ;Q t 11 Frame Wall 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGWTS. 9'-O" AND OYER WITH TRIPLE UPRIGHTS. , _-- - -- ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL # 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. ---- _- 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. n ® Shutters (Typ.) _ �= Existing Frame PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 11_11" 3 _ " T 3r_01- 11_11" Wall Removed 6. DOUBLE FRAMING AROUND OPENINGS (Skglights, Stairs, etc.) OR AS NOTED ON DRAWINGS. - � 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. New Reverse rr New 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. Gable Frame Wall 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RELIEVE 5-10D NAILS AT SILL 18'-O" 22 `O AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. REV.: 10. PLYWOOD SHEATHING TO BE NAILED WITH SO 9 4" O.C. EXTERIOR EDGES AND 60 9 12" O.C. INTERMEDIATE. IL ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" 40'-O" DATE: OCT Zl, 2013 OR APPROVED EQUAL, I ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVLT PRODUCTS OR EQUAL. ALL JOISTS. C SCALE t/#' 1'-D' 2. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENER A A6 SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR JOB N0; 1taZ0003 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. A4 13_ ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA, GALV_ MACHINE BOLTS 012" O.C. O PLAN = DRAWIING ND. TO PING AT ALL LEVEL PENETRATIONS. S CO 14. PROVIDE FIRES P 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING 140T TO EXCEED 8'. 1/*�" z OF AS FREDERICK -- ------ — ROBERT —; — -- — ------- -- — --- ---- -- — WEBER 12 ' ` \\ Atf:CHtTECT \ ................... ................................................. I . ... `\• ` .. \ ................ if I I I Ex Ex `�\ Exis." Ex Ex Ex Ex Ex of — -- --- -- -- I + — — ---f—. — ---- -- Ir---- --- ------ — . _ �(r11IIIL�+J_III'11iI,ItitI.-IJ!{!11J��Y•_,i''I'i-<�J!1i1IiI .�`.____IiiIiitiII__Itiiiriiil____.:=�iI1I.._�.._tiI3ttitis._.__._�.I1tiililil__I t1rII1.3�_-i3{IIIiI_i1.�-.____''IirII,1...___.__._/3_.._�_'..-.w_�.r.._r��-.�._\l:I'Ei_riitiI�•rX��_`r/.._-_L`�L�_____',J_ti:I1�_;/._._,t`-—r_�___r_r.__ •_�`'____�_�_._`i•iii.Z__�iI(IlIl!iIT_ 11 ll IiI-.irII1iI f-'_=�_.;=4_.:®s__/-__,__s__'=_—_r�i i(—iiI�L_I!---__—�,;—=_--%m_--rIiIiI4—`�_�—�_---�•--`.,II.II—._--._--_»—__�—`_--r�._.__\—�..n_-tit'1—II,r�,.�lIiIl11I.-,l_l—.�\.-_—.�\-.�_—._._—a" ................ E .. ................... #iII j1;I11IIIII+lI1,.�•••;{JIILIIIIII�I1,1r1,1III 1IIfIIII.iIt....l`—.�-._._.N.—.e.._w..._.H..C—Ce�_at/._...--..D._ ;:;;•.1111I.. Oil LLU .I1ilII!(1.I.--.._..._.... if ExEx U] --------------- ------ _!i1IIIrI : -- .i-, -:iII1-V_!-_�-----r-__. __-------- - -------�- i--_-_-___-_-- _ _ _ __ _ ^_____ ._-nr ffi ------------ 1P iL�i -------------------1 - _----_- ir .---_--_ — — _ __ _ _ _--��'�- -I 1IIII11`— _ _�_/_I: ——r�'-�—, — ._1- .iO-r'_l`lr �__——r—�O'— � `__- —rISEr_i——� __ -----------_- -------------- . _ -------_ ----- --- - L =-1 �JIf{I(!1ftfIIIIII IiI{_af{1!{II{JJi1J{t f{!IfII(I1I 1f J SOUTH ELEVATION EAST ELEVATION q' " --NJJIi!L ewf ix8 Shrplap/ . DRAWING RAWING,�.➢..S..'',� TITLE.ITLE �: ELEVATIONS New Asphalt Roof Shingles --New NeuAsphalt Roof Shingles JOB: Existing Chimney RENOVATION/ADDITION / Exist SCRIPPS RESIDENCE -------- ---R4:�n -- -_ _ — 2146 PIKE TREE ROAD CUTCHOGUE. MY .............. / i SCT"* 1000-104-3-6 EX New Shed N 12Roof S u ARCHITECT: New lx(. Cedar4 Fascia Bd. 4 Rake Bd, Ex{sten FREDERICK R.E Batten New glum. Gutter 41 EAST MAPLE OAD Srdng GREENLAWN, MY 11140 _ _-_-_---_---_- =- — ______-- _— — -_� ----- 1 ------ _.__------_ �_____________ _ _ _ WATER MILL. NY 1141166 ........ ... Cedar Siding wTEL\ lx2fatten. tain 631 154-5555 � , : New Cant. to Match Existing PAX 631 261-1084 New Porch"$ox iay Columns f Rail Existing SEAL:OChimney Existing Porch ---_--_-_-___-------__ _______ _______ _____ - --__ _ __ New Brick yYircstrn Faced Pier 1S565 if If 41 1 itut u-_ Rect. CLattrIFe r{ w/Screen on Insid L Ll Face {Removeable9—-- 1 .1 � .1ti4..1 r -----_ yJ -f!I --• {II III 4Ilf i1I _I1i; J REV.; ------- -------------- _ _ - ------------------ - -------- _ - . _-- -- _ _------ . ------ __ --_-- . _--_ __ ----------__ .- � DAT E: OCT ZI, 2013 LL- 1/4" r_0. 13'-0" 22'-0" SCALE , x200603 Jogs NO. /_0" DRAWING NO, NORTH ELEVATION WEST ELEVATION 1/4 „ OF AS E New Reverse GableRidge Vent Ridge to Align w/ 11 1/8" LVL Ridge Existing .Ridge Existing Ridge � � 12 Existing RR t Sheathing FREDERICK Existing New Asphalt Roof Shingles MasonryI 12 (High Wind) t 30# Felt Provide New Galy. ROBERT Fireplace I New 2x10 R 12 t n I 16 oc t2 ��� Hurricane Clips on ��g�R All New and Existing I New 6" F.G. ► �� Roof Rafters (142) Batts (R21) I To ofttDof ormer New {2) ♦ ``� I Wa lI iQ ,41rgn g td I 9 f/2" LVL Exhstrrr C.J., 16"oc New Ice t Water ARCHITECT I s/Top 2n I ♦ Shield 0 Roof Edge I : New 2x6 Floor Wall IE I C.T_,#6" oc New 8" F.G. - Roof (Typ.): New (2) �� ♦ *-Existing Fascia, Soffit, Vent ang Batts (R30C) I Asphalt Roof 9 1/2" LVL i y' ew Shed(Dormer ` �� Strip and Gutter) to I I Shingles , I for Upper (Windows; FFIM Tl ♦ �� Remain New I I I i 30" Felt r �� i i �♦�� I O BR I 5/8" Plgwd. I I5/4x6 10-10 1 9' I —211 14'-8" I 9" I2 Sheathing I I Wood Cap x _ New 2x8 R.R. New (2) E — _ Existing ♦� �y i " 4 � !! I i I 16 oc 9 1/2 LVID Ix8 Vert. - 0o LOFT ♦� �a t r New 2x F.J . IL"oc New 1x6 1=ascra Bd. 8• c Siding I n ; � o I 3/4" I woo Subfloor I New (2) 14" LVlL, t o -�, Exr tin 2x8 I 6 F.G at s tR21) I to Align w/ Existing ` Cont_ over Post. ! F.J . I6�' oc ` i _ _- ,Strap Both End!;/Post �., : cy Existing 2nd Floor I n a- --- ---------J ------L•--- `- fx6 TtC, I New "tips i t" Beam ;ie e Biarrn ' '"` New 2x8 C-J_ i�' (2> 14" L ♦l< Ens W�11 g New (Header 2 �:t 16 oc G. .�aGal v�� J t � - Han•'-rs :of , Bookshelf cjr D 9 --______ --fEnd yp D e Head Exis rng Expanded ur Expanded ' i ; - - - Existing :� - New 2x8 Pressure � i pposrte- t _ IVING fa '� lNG DEN BRI " (2) Shelves - I r New (3) 1 1/4 Treated DJ, 16 oc New 5/4x4 4 Exrstrn Ex sting t t LVL w/ (2) _ ; 1pe Decking w ann e t g g , New 2x8 F.J., I6 oc 318"x"1" Stl. TL' I i s3 Engaging rn Built-in Built-inLL W 3/4" Plywood Subfloor Top of Subrloor S66e 525 S S S Sem& I } 6" P.G. aBitts= (R21) I • I t - j k lr I I f i i New Existing I ; I New { BSMT I { I I i i BASEMENT BASEME I I I I ! New 16"x16" I { Conc. Pier w/ i I I i Brick Veneer i I I Above Grade UA ----- 1 iLLJ t � _J Grade (Min.) -- 28'_Qn 12'—Q" t n 40'-0" 6'-0" #-0" NEW REVERSE GABLE LIVING/DINING SECTION D SECTION AA . DRAWING TITLE: New 1/4" SECTIONS 2x8 RR (Overiag Shed Dormer) New Exrstrng 2x#0 RR (Front 2x_ RR (Existing Reverse Gable) Ridge Strap Front Gable) Vent Rrdge Existing 12 _ 2x_ RR (Rear Shed Dormer) ♦`♦ �� Provide New Galy. 12 ♦� Hurricane Clips on JOBS ATTfC ` Nk New RaesH2RENOVATION/ADDITION ATTICEwstr?��! fi� New 2x6 C.T.. 16"oc SCRIPPS RESIDENCE New 8 1/4" FG Batts (R30C) �\ 2145 PINE TREE ROAD CUTCHOGUE. NY � �� Exrstin Ceiling qqq `♦ IZ-Gable %R TOWN OF SOUTHOLD New Wail Bearing q°b�/' Bearing �� ,13e9ond New 112" SCT?!# 1000-104-3-6 Existing 13R 2 -wall q qq . Wall _ Existing ` LOFT Newq° q.' Q MBR g \♦���� FG Batts (R21) New '; f/2" ljl 3 ♦♦ �� Existing 2x4 ARCHITECT: Reduced Existing FG Batts (R21) , n �� Studs 6" oc w/ New (2) 112 LVL FJ I��oc MBR New 2x4 Stud y% - (Over Kitchen) `� �� Alongside For Added FREDERICK R. WEBER New 2x8 F.J., 16"oc q '` Existing 2x8 FJ i6"oc `� Insal.gt Header Width 41 EAST MAPLE ROAD q (Over Bath 1) GREENLAWN, NY 11740 52 NOYAC PATH Ti t i WATER MILL. NY 1141L Note: Sound Insulation { r ; ; I Existing All Walls and Floors I t Bearing Per Specification Bearing I TEL L31 '15i-b555 Wall Q, I , Wall I FAX t63I 211-1084 Existing Relocated New New ` ' i SEAL: LIVING ROOM LAUNDRY HALL BATH 2 Expanded ; ; New New � ; ; Existing I BR 1 CL_ BATH 2 BATH I S EEN PORCi-i i ExistingI Qw �a,+ New 2x8 F.J., 16 0C 2x6 F.J.- I } w� , I' 6W zi ' '' New 5 1/2" New (3) grade !t ; n " r cv ;; FG Batts (R21) 1 114 L L Exrstrn �'.`* a•,- r.� %i�• a- New 8" P. Conc. New Exrgting CRAW SP CE 8" Conc. RAWLSPACE .Foundation Wali New Conc, L � Cotic. Bi. Block Wall �n Piers r, #'re{s :(Dampprool` BASEMENT P. C nc. Slab :Below Grade) _ P. Conc. T L___J L___J L_ - Footing :New 16"x8" Cont. New 4" P.! Conc. :;_:' "Llnderpin� i i :P. Conc. Ftg. w/ Slab w/ 6x6 10/10 r" Crawls ace :2" Keyway WWF Reinf. ;.. i'. Footing Basement Beyond " ' _ _ ______________._____-- -----------_ ----------------_- .. .. ----------------------------------------------- i DATE: OCT 21, 2033 SCALE 28'-0° IT-O" JOB NO: 400403 26'-0" 40`-0" DRAWING N.O. SCHEMATIC: BEDROOM AREA SECTION BB SECTION CC 1/411 it—Off OF A8 I N 1 5 H 5 C H E D U L EFREDERICK SPACE FLOOR BASE CHAIR CROWN WALLS CEILING MGT REMARKS ROBERT WEBER Z in LU 4 LU F- �o D tz V w z Q m m w > m m � [� t° z 0 _m ARCHITECT nc fa a ¢ - o m w W yw - TU - � rn z � t- z — 3 z Q X v 0) F_ Q 0 ni 8 W a 4 us � _ � � W � X Lel X W x w w W z U a U U v x W u o a -� o X W testa W =1 z w z w z W z Lu z z z r u? In I Lu z z I dl :A 1­ 11 1 LIVING ROOM ! 100, ! ! Varies Wall Bd. to 8' DINING ROOM ! 00 Ex Full Hgt. Wall Bd. KITCHEN ! ! ! ! ! Ex j 1 DEN ! ! 10 ! ! Ex Full Hgt. Wall Bd. 0 BR 1 ! i ! 0.0 010 Ex Full Hgt. Wall Bd NEW ASPHALT PROVIDE 'SIMPSON' V d HALL ! ! ! 1 1Ex NEW/ ROOF SHINGLES t GALVANIZED 'H2' EXISTING t PLYWD. SHEATHING HURRICANE CLIPS" LAUNDRY ! 1 10 * 1 01 1 1 Ex RR ON ALL ROOF ! ! Rae Wainscoting Cap f4 Hgt.) NERAFTERS BATH I ul BATH 2 ! ! ! ! ! ! ! Ex 1x6 5hiplap, 4' Hgt. (Hartz.) CJ#STING NOTE: ALL PLYWOOD TO LAP TOP WALL SCREEN PORCH ! ! N CONTINUOUS SHEETS FRONT PORCH 1 01 0 1 1 i ! Wood Ceiling ix2 SHINGLE MOULDING (ON RAKES) STAIR ! 0 1 1 0 1 ! Varies LJ J ALUMINUM GUTTER LOFT ! ! ! i ! Ex ______ lx(. CEDAR FASCIA flC t RAKE B©. (TYP.) 0 MBR ! ! ! ! • Variesl M BATH 1 0. 0 0 ! ! ! Ex Wainscoting (4' Hgt.) 1x6 TtG, CEDAR L" HALL/LINEN ! 0 10 ! ! Ex SOFFIT W/ 3/4" SCREENED �} ZgR 2 ! ! ! VariesVENT STRIP Cl BATH 3 ! ! • ! ! 8' 1x6 Shtplap, 4' Hgt., (Hartz) Ix2 BATTEN CAP Ld NEW CEDAR BD. t BATTEN SIDING WINDOW SIZE (VARIES) Lid 2ND FLOOR NEW FASCIA BOARD/FREIZE HEIGHTS TO ALIGN W/ EXISTING FASCIA/FREIZE HEIGHTS (VARY OVERHANG TO ACCOUNT FOR VARIATIONS IN WALL THICKNESS AND ROOF PITCH) NEW/ EXISTING 2x8 F_J., 14' oc NOTE: ALL PLYWOOD TO DRAWING TITLE: LAP TOP WALL PLATES IN CONTINUOUS SHEETS 5CHEDULE DETAILS SACK 1x6 FASCIA BAND BOARD ALUMINUM GUTTER 04m Cq PRovIOE "S�f)MPSON' JOB: l2) q 1/2 LVL Ixb T#G, Hdr. "HURRICANE CLIPS" SOFFIT W1 GALVANIZE H2 l2l 2x�f TDP WALL PL. CROWN 6x6 Treated Post, ON ALL ROOF VEN"T STRIPED RENOVATION/ADDITION (2) 7 I/2' LVL HDR. (TYP.) --_"` MOULDING ON Encase to 8" Square RAFTERS (UNLESS OTHERWISE NOTED) ALL PORCHES PVC Trim, Strap Top and Bottom (Tgp.) 2145 PINE TREE ROAD \ N f CUTCHOGUE. NY 2 3/4" - � 213/4" a/fj S 1/2" 23 4" :2- 3/ TOWN OF SOUTHOLD - --- �UINI� OIU 5/ " �UINDOI.0 SILK.. - - r- j 9CTM 1000--f04-3-4 CROWN HEAD ELEVATION BEAM - TYP . � Half Full Size Half Full Size 3" = I'-O" ITA ARCHITECT: 5/8" WINDOW SIZE GYP. BD. (VARIES) FREDERICK R. WEBER f 41 EAST MAPLE 'WOAD co ! NEWRAI2X4 CEDAR D R) TOP GREENLAWN. NY 11140 M WATER MILL NY 0414 iST FLOOR 2YL STUDS/ TEL 431 '154-SWS C-4 LnCOVE I NEW I ! 2" X 1/2" 5 1/2"BATTF R2 FAX 431 261-^1064 Note. Where Wtndout Bills NEW BOARD # BATTEN SIDING 1 PVC B LUSTERS IST FLOOR Occur Directlg - BACK NEW/EXISTING 5/8" PLYWD. SEAL- ° Above Countertops. BAND 314" SUBFLOOR NEW 30# FELT 4 _ SHEATHING Eliminate Casingand - 4 CK i,. Extend Backsp}ash to 3 1/2" 30# FELT roti' n p i/4" Ixs SHIPLAP EXISTING/NEW Sl-}EATi-1(NCs � P(NE FLOORING �� Underside of Sill - NEW/EXISTING 2x6/8 ,. MAHOGANY ( " F_J 16" OC EXISTING/NEW 2x4/6 STUDS, 16 O.C./ DECKING ! 3/4 PLYWOOD B0. # BATTEN { � "Nickel" Joint / �- ( NEW 2 4 CEDAR BOTTOM SUBFLOOR •� WINDOW �/ WII�I��J�U/ OW/ DOOR TOP OF IST FL _----RAIL, AMFER SILL CASING --- TYP. CHAIR RAIL 1 �ySUBFLooR I Half Full Size Half Fu{I Size Half Full Size " " " �r - - 2 F 5/8"x16"«A.B., 32" OC 'f� W/ 2x2 SQUARE 5/8 xlb A.B., 32 OC IxlO TRIM BD. WASHERS (TYP.) W/ 20x2' SQUARE 14 C WASHERS (TYP.) (STAINED) 2x6 TREATED COPPER TERMITE GYP. B©. ou o COPPER TERMITE (3) 2x8 SILL PI, 0 11 o SHIELD/SILL SEAL tl SHIELD/SILL SEAL of R GIRDER III q POST BASE I,�-HEAVY DUTY °p iI (2) #5 BARS, m/ANCHOR I �� LATTICE (TYP.) ,_la (2) #5 BARS, TOP # BOT.. BOLT t I it TOP t BOT., REV.: \ " 1� #4 BARS 32" OC Ln VERT,2V r, "I 32 OC STRAP L�1 LGRADE VERT, b + `p -- COVE I BRICK VENEER l DATE. OCT 21. 2013 i/2" E/8" 1/2" WAINSCOTING BA5EMENT � � REINF. P. CONC. I SCALE : 3/4' " i`-O' JOB NO: @2001,03 SHOE (GLUE TO PLYWOOD) { PIER 1/41, WIDTH AS REQUIRED 1/4" Tt 3/8" PLYWOOD EXISTING 8" CONC. BL./ j I—STORY EXISTING 8' CONC. BL./ NEW 8" P. CONC. WALL SECTION i NEW 8" P. CONC. DRAWING NO. CASING A BASEMENT FOUNDATION WALL I FOUNDATION WALL rt 4 " BASE MULTIPLE UNITS C H �`-'t I R RAIL. 2 I ON CONT. P. CONC. � 3/4" = I,_O" � ON CONT. P. CONC. I FOOTING (TYP.) E I FOOTING (TYP.) BASEHalf Full Size Half Full Size Half Full Size Half Fult Size NEW CONC. SLAB W/ 4 2" KEYWAY I 2' KEYWAY - - 6"X6" 10!10 WWF REINF.� - of 0 2--5TORY o� o WALL SECTION FRONT PORCH 0 0 0 3/4" - 1'-0'; OF A8 SIMP50N LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x b TIE 0 EACH RAFTER FREDERICK Joktoeew"M flail sloes NOV 8paWng ROBERT ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER HURRICANE CLIP RE1lbertoTop Pkb(Toe-haled) 3-8d TYPICAL. Celia Joletto Top Plate(Tw4mvied) 3-8d Pper�r :ARCHITECT Left Joist to Poaw Rafter Taos eved) 3-18d each lop ALTERNATE POSITION OF Carma Joist Lap over Pw (Fooso4d) 4-18d each hip HURRICANE CLIP USE CodwTie to Rafter(Faoe-nailed) 2-8d SIMPSON H3 Blocking toRafter(Tooesled) 2-8d eeaachaw Rim Board to RAw 2-18d each end WALL FRAMING Top Plabs to Top Plate(Fao*-n&W) 2-18d ' per feat Top Plates at Intereeciotw(Faoe'ialled) 4-18d SIMPSON H2 HURRICANE Saud in Stud(Paas-naiNd) 2-1W 2 s CLIP NAILED. FROM PROVIDE 8d COMMON 61 ALLT31 METAL STRAP ALL JACK POSTS Heaft to Header(F ) 18d 18'*.a abrq edges RAFTER TO STUD. - NAILS 0 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plata to Said(End-rreled) 2-18d per 2x4 shad 5 - ad NAILS EACH END SHEATHING. 2-18d per 2x6 studSHEATHING TO LAP TOP 2-18d per 2x8 shod WALL PLATES APA RATED PLYWOOD TO Sodom PhfttoFloor ,Endjoita'Bbodit(Fam4willoo 2-18d 1.2 perfact EXTEND TO TOP OF TOP ul PLATE. 4 - 8d NAILS FLOOR FRAMING TYPICAL /1 METAL STRAP ID JACK f PJoist eSO,Top PisteorGirder(Toe-rtailed) 4-8d MST2"1 0 STUDS Bridging to Joist gaao mom 2-8d each end w/ 4 - ad NAILS 048" O.C. Blocift to Joist Rom 2-8d each end i (1 SIMPSON M5T21 Obd tg to 381 or Top Pate(To&nailso 3_16d each block V J EACH END - TYP, 1 1/2" WIDE - 12 GAGE UWgw SW to Seem(Faw4wiled) 3-18d each joist METAL STRAP 032" OC. Joist on Ledger to Beam(Toe4ilelisd) 3-8d FLOOR JOIST MAXIMUM, Bwtd Joist to Jolt(End-tt dled) 3-18d � Band Joist to SM or Top Plats(ros-tatled) 2-18d ' per boot DOUBLE TOP PLYWOOD SHEATHING ROOF SHEATHING PLATE TO OVER LAP BOX HEADER 2 x b 816" O.C. BEAM TOP + BOTTOM. Structural Panels � n 8d 4"as perimeter zcue � l STUDS SIMPSON MTSA I8-Z W/ o#wWo.m edges of (0 ad NAILS TOP f panel, l2"o c interior BOTTOM 0 32" O.G. Of Pww DwgwW Hoard Sheat hlrig 1"x 8"or 1"x 8" 2-8d per support IV 1"x 0" 1 arwldsr 3-8d paraupport «........ CEILING SHEATHING Gypeum Walbowd 5d r edge/1ty"ffefd SIMPSON MT5A 18-Z W/ wau.sHEATHMIG -(b) 8d NAILS TOP ! BOTTOM 0 32" O.C. Strttdural Panels Sd (see table 3.9) Pansk SIMPSON LTP4-Z W/ SIMPSON LTPI-Z W/ Fiberboard (b) ad NAILS TOP t (4) 8d NAILS TOP t 7118" 8d 3'edDs/8"field e " 25132" BOTTOM 32 O.C.OCFLOOR JOIST BOTTOM 32 O.C. Sd 7edge/f3"lrlsld NAIL SHEATHING TO SILL PLATE 8d NAILS e 4" O.C. TOP OF FOUNDATION LAP ILL LATE) ' Gypsum 5d 7"'edge!1t1'`Reid DRAWING TITLE: (SHEATHING T S P -:. 0 _ ; �`J.• l ti s t cardboard i} t REBAR see 5 table 3 9 2 B f. - - - - - - '.O."• _ <: --_ '•'- --' • - � - - • - Psrtfdebow rd Panda Id se fable 3x6SILL PLATES COLD ETAIL S - Board SheathCOPPER TERMITE SHIELD A Q TREATED. w/ SILL SEAL (TYP) - •--1.I _ ;1t'11i :• _ ss �<= • y, ;+. 1" X 8 1" xpersupport 5/8N x i6f A.B32N OG. 1 x 1fyorvld er 3-8d SEE FOUNDATION DWG. w 2N ! /IbN WASHER. FOR E5GN EI F R NG (HOT DIPPED GALV. DR FLOOSHEATHING 'i•. STAINLESS STEEL) -:r-. •a:"��: ;.:' �e 150LATE WASHER FROM 8trudu18111 Panels SILL PL W/ FELT STRIP SECTIO ELEVATION ,Walftom1" 10d 6"sop/ fieid Ding"Board Sheaf V JOB: HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 1" � � -8d � RENOVATION/ADDITION xrl, 3 " SCRIPPS RESIDENCE 1 Naiirg nequiremenft are based an web dwa8htrq nalled 8"on-center at the petrel edge.i[wa8 sheathbrq Is naled EE ROAD T PINE 2745 R I 3"on-enter at the pw*edge to{obtain higher show cepadtles,riling raWk tnertts for�tm u W nwmbers eha8 C 45 PINE UR NY be doubled,or afbemate connectors,such as shear plates,shwl be used to maintabn the food path. PROVIDE 8d COMMON NAILS 0 4" O.C. 2Whan vladl sheaf V Is continuous over connected members,thetabulaled ntmtbet'of nabs shah be pemdtbed W TOWN OF SOUTHOLD AT ALL HIGH PRESSURE ZONES be reduced to 1-18d nal perloot SCT"* 1000-104-3-4 ExistiNOTE: HIGH PRESSURE ZONES ARE ALL AREAS Screen 4'-0" FROM ANY RIDGE, HIP OR GABLE END Roofer' �O' PROVIDE ad COMMON NAILS 8 4" O.C. r ARCHITECT: AT ALL OTHER PORTIONS OF ROOF r FREDERICIG R. WE9ER Neu Shed Roof Over fish Box Sag- ernd to Screen P 41 EAST MAPLE ROAD Existing 2nd fl Shed Dor er # GREENLAWN. NY 11740 DESIGN CRITERIA: WATER MILL NY 1114'16 . . . . . . . . . . . . . . . . . . . . . . . I I GROUND SNOW LOAD - 30 PSF. WEATHI=RING - SEVERE TEL 631 754-45555 . . . ..... . ... . . . . . ... . . ... ..... . . ... ...•.•. . --- 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 P5F. L.L. FROST LINE DEPTH - 34' FAX 431 241-1084 --- • . . . . . . . . • . . . . . • . . . . • . . . . . w/ 5-8d COMMON NAILS IN w! 5-8d COMMON HAILS IN LIVING AREAS - 40 PSP. L.L. TERMITE - MODERATE TO HEAVY EACH END 0{6" D.C. EACH END 816" D.C. BEDROOMS - 30 PSF, L.L. DECAY - SLIGHT SEAL: { WIND SPEED - 120 MPH Existing Ridge 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED YES w/ 5-86 COMMON NAILS TO w/ 5-8d COINMON NAILS IN ' ' FOR. 016" O.C. EACH END '816" O.C. � him s 1 fty� bed Dormer I a. DESIGN CRITERIA: Break to Roof Break to Roof ; I • • DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME 1 i 2 New 2nd Float', �s • ',Nem 2nd Floor Shed Rom CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD, ,shed Roof -----------------------------------•-----_—...,i_.... � _r__—_—___ . . . . . . . . . . . yv Neo ha oo? bdgi,l'�tng roue r:nw on ; 3 P I and egEror�t �orcA , z i I . . 1 . . 2'-0" MAX. _ . . . . . . . . WINDOWS GLAZED OPENING REV. • r - • 2'-0" MAX. Nelu 2nd Floor R verse Gable goof 2 - 8d COMMON DATE: OCT 21. 2013 + 1 r NAILS TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE : 1/4" i`-O" PROVIDE 8d COMMON NAILS 0 4" D.C. - - PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 11196 AND OF ASTM E 1884 REFERENCED THEREIN. IN LIEU OF IMPACT J013 No: 1e200L03 AT ALL OTHER PORTIONS OF ROOF PROVIDE ad COMMON NAILS 8 4" O.G. RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS AT ALL HIGH PRESSURE ZONES OF '1/I6" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING ROOF PLAN 44-0*,ROM ANY RIDGE HIP OR GABLE END AS PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 MOOD SCREWS, 14" OC DRAWINCF NO. FOR SPANS UP TO 4' AND 12" OC FOR SPANS BETWEEN b' AND 8' (N.T.S) GARAGE DOORS TO BE RATED FOR 120 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR OF A8 FREDERICK ROBERT WEBER ARCHITECT . V I ------_-.---.-- ------------ I I I I I I � I I i t I V 1 � ............... . i C A6 I I i # i Cantilevered Box Bay I I f I I I I Line of Overhang Shed Roof I i Tf�'I`L�YCR&--__---_----- ..__ --- ----------- f 1 New (3) 11 1/8" LVL Hdr. (Upset) I New (3 1/2" LVL � (14�:R New (3) 1 1/4 LVL Hdr. ` New (3) 5 1/2" LVL i 1 Remove _ r :_g - I 7-11 Strap Existing StraA `� "e- Studs _ ii ___ Girder Walls Girder ` '� Provr a Studs u I New Window Existing 2x4's o Ir Q W in Existing o a on East Wail: : iii �, � o Location -- :R �a F3 11 -i --i > > ii ti. I i l �I -----------------------' CD >11 , I II �` �` ill I x I— CV i 1 _111 = i I it 1� ti� I1, I e CIA DRAWING � - --- ------_------- �r'j• --,111- •r )— � LLI LU /Alew w1h4ow cy�� cs : : �1 u+ in Existinc�� „ 2ND FLOOR M 3 FRAMING Location sNew (2) 14" LVL (Upset) ,' zll z ; : z New (�2)Line of Loft (New Upset Beam in Rail Abovel _ ,______7: 1 1/4rLVLT ——_—__- -—__—_T T--_-- '� -r L l I Hdr. ( lush) $earrn Wali___ 4x6 _ _ i___ -=�; -�. UST FLOOR) Line of Ridgel(Above) I I Post ---- r g Wal f I I r ------------------ r------------------ v ! $ A6 ( E I I f �; i - _ r A( - kl v r [ ---------1 I Remave JOB: I o ! I I i o f Note: ... ... ...........LI.. 2 D W Existing ails b RENOVATION/ADDITION Typical Window I ___-_ _11________JJ__= __ Header 04'-S" -- - I I I I - I New (?) SCRIPPS RESIDENCE Height I °L I I See 2nd I I -7 1/4 LVL New (2) 0 Floor for I t Hdr. (Drop) I/4" LV Remove Existing o I 1 Structure I r o 1 --- Hdr- (Flush) :��in al 9 2'146 PINE TREE ROAD " X ii I I - — — Window, Patch CUTCHOGUE. NY a I x D v rr IRI I"0I cV 1 m '` 00 X x Open Solid, Match ecorative a, Remove Existing 1m1 j� l Im ,� I N Siding OUTHOLO Window, Install New I • .........(Tgp.� _ - -- ----- SCTM 1000-104-3-A __ - _ OW 01= � = ' # Window in Location�� L. ,X....... - ..... . . �.. a' PROVIDE "51MPSON" PHD5-Z HOLD-DOWN FROM STUD WALL/WALL PL. to Match Window ► � � ► i 1 I w t 't X x � TO FOUNDATION WALL I Re>�gve I 1 i �%' I- ' u' > ARCHITECT: on Opposite Side 4x4 i > of Fireplace 1 Exitting I I .�. 1 i t -I p I Walls I Calyml� ,%' 1 I 4x6 = 2 PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL 1 1 I I I '� i f Post l I ! Drop eader I I i I ; ;New (3) 1 1/4" LVL (2) :a a" x T' Steel IE (Flush) *" 1rREDERlCK R. WEBER ---- -- - —._ . cel ___ ------ -=„ _�--n i '------- _'==r - ----�--,�-=-- ----" ------- 4t EESTAW PLE ROAD New (2) i4 LVL Upselt , IIl Remove Existing z GRE L N, NY !1`140 IV , Walls 62 NOYAC PATH N o 1;, ; ;;l WATER MILL. NY 1111% fAx c�11 �a1�o i T ac Neuf (2) 1 I/9” � hen (3) 5 1/2" LVL New 2x8 F.J., 16" oc New 2x8 F.J., 16" oc FRAMING NOTES: -1 x LVL Har. X / ---7 SEA i -- = New 4x4 Pressure `�' `'' �`' t'' --+ �,. I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FlR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Treated Post, v ;v Encase m 8"xg" � z z z � :,r 2. ALL SHEATHING TO BE APA RATED. EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. PVC Trim, Strap D E D {�E' !, to Pier # Header `'' c_ ` 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4 MIN. THICKNESS. ALL EDGES OF PLYWOOD 3 A4 vs A6 4 TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. tf1 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0' AND OVER WITH TRIPLE UPRIGHTS. z— — — — — —— � Existing ` �" r ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-`2x8 IN d" WALL OR AS SHOWN ON DRAWINGS. — 2) — — Frame Wa[! New (2) Q 1/2" LVL Hdr. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. New (3) 1 1/4" LVL Hdr. Nee (3) 1 1/4" LVL Hdr. Existing Frame ' PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. ----- Wall Removed 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. New 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL. 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL Frame Wail AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 80 a 4" O.C. EXTERIOR EDGES AND 6D a 12" O.G. INTERMEDIATE. REV=: IL ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. DATE: OCT 21. 2013 12- ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD--I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS A A6 SCALE : 1/4' = I'-O" SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 13/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENT'S SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. ,a,6 JOB NO: 400403 13. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF V2" DIA, GALV. MACHINE BOLTS e 12" O.C. 14, PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. . 2ND FLOOR FRAMING DRAWING NO. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. ( IST FLOOR ) 1/4" OF 32 FREDERICK ROBERT WEBER ARCHITECT V E W I 1 1 l 1 I 1 I 1 r A I 1 1 A6 i 1 t 1 t 1 l 1 1 I k C i I A6 1 Existing i I Screen t Porch i I Roof I n I I Neuf l —V alleg f Existing_ Ewstin� Existing Existing Existing Existing Existing 1 ( ______-___-(1Tin3oi pindow Window Window I dow Window Window 1 1 r—---_-__----to Re-ma-m folZi ati + to Remain to Remain 1 to emaln to Remain to Remain I Strap all Rafters to i% Top Wall a/Studs or to Header, Strap l l Provide 2x6 all Headers to l l i Provide I ► I Adjacent Studs (Typ.) I I I Studs A! gside Studs Alongside l VV I Existing 2 4's I I I `�;, Existing 2x4's I I 11 1 I on East Wall I I I on East Wall I l Existing 11 I I I ► 1 I Existing Shed l 11 I I I I Shed Dormer Dormer 0 t E I IK I i f l DZ I � I I I I i i i i n i I DRAWING TITLE: 11 II m I � o S 44I I , ROOF FRAMING Existing ! X_� I I I I a k I (�`;, X — Window i l� - I l — I I w I .. LU to Remain I I I t I I `;� f v Existing (2ND FLOOR) I U t I U I I I - ` Window IN U I _____ to Remain �' k ► � I I � I Post to t I (Line of Exec g RtogF I Ride t Line of Existing Ridge X LU A4 1 III Ill +II n I New (2) 9 I/2 LVL 1 It I :! JOB: I v v ! 1 f �cgo O Existing u iu fl -1 1•i New l2> I �'` Ov�r4ay''•.\� k10 Remain RENOVATION/ADDITION --y Open to Q _ Roof_-_ \ ____ �� --- I Ceding = tl l �; Belo +f1 Ceding - w - - SCRIPPS RESIDENCE I Break 111 v, % Itt _ Break v I ; e\ , " Ciep� Ewsting nee�ll 11 \b:-D Z'I�i�s PINE TREE ROA© l o iii !2 nG Iii o I ---� CUTCHOGUE, NY ,u cx a_` i N Bearing ll \ TOWN Of SOUTHOLD �' I v Post to U \ SCTM 1000-104-3-4 *' a to oa z k i Ridge x 1 1 ut z ,,,,New New (2) 4 1/2" LVL ii � W I N i I � \81 9 U; > i kt' 1 I New i Flgt.119 z \,> � N ARCHITECT: 11 E[ I IIl 111 Shed l --- --- I Ill I Il Dormer I i Nein 1(2) 1 e zr _____w_ 11 J Jt 11/' " LVL r' FREDERICK R. WEBER __ _ __c ----------1 _-=� ------___>>� =-_-____�------_-_-__ EENLAWN. NY lI'140 411 EAST MAPLE ROAD 1 l 1 I IBearing Wf11 + - t 1 1 I I i I w• i : Shed i I 52 NOYAC PATH i i Shed ; 14 i Dormers i WATER MILL. NY D9'IL t I I DormerTEL in I 1 f l I I 3 . as 11 -f------------------------------------, i a i Z. i i + 1311 20-1084154-5555 � 1 New 2x8 1C.T., 14" ociNew i 1 Porch --i--�I I i SEAL, ,. ._.. }� h M 1�{/'_ NOTES: : E 1 R oof i i Ne AO R.R., 14" oci Neu 2x10 R,R_, 16" 1'`A i l I'`t,..i I I RADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER i I - 1. ALL FRAMING LUMBER SHALL BE 1 I BE APA RATED. EXPOSURE I, 5/8" MIN. THICKN>=55 OR AS NOTED. 11 11 + + t i D ��Y 2. ALL SHEATHING TOi Pitched Gig. i 10' Ig. Hgt.. i Pitched Cl-q. I l YAI THICKNESS. ALL EDGES OF PLYWOOD II. 3. ALL 5UBFL00RiNG TO BE APA RATED STIIRD-I-FLOOR, EXPOSURE 1. 3/9 MIN, i i YAI. 1 IITO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. IL_________________________ I I + l + ----•"----- Existing r, L-_______________________________ __ I I t i t Frame Wali 4, ALL HEADERS C-D" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ----- I ALL HEADERS SHALL BEA MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. ENG SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'--0" 0_C. New (3) _ S. SOLID BLOCK 1 1/4" LVL PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. Existing Frame Wali Removed 6. DOUBLE FRAMING AROUND OPENINGS (5kghghts, Stairs, etc.) OR AS NOTED ON DRAWINGS- New 1. DOUBLE UP FRAMING UNDER ALL P05TS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. Reverse 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. Gable New Frame Wall 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM- ALL 2x6 STUDS SHALL RELIEVE 5-IDD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. REV.: 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D m 12" O.C. INTERMEDIATE I1. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" DATE: OCT ZI. Z013 OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAM5 AND LVL PRODUCTS OR EQUAL. ALL JOISTS, C SCALE : I!4' I'-•O' GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMM1wNDATfONS. WEB STIFFI=NERS A A6 SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR JOB NO: 400LO3 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. Ab 13. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA, GALV, MACHINE BOLTS 0 12" O.C. ROOF FRAMING DRAWING NO. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, SPACING NOT TO EXCEED 8'. ( 2 N D F L 0 O T S2O OF 32 ELECTRICAL SYMBOLS FREDERICK SYMBOL. DESCRIPTION ROBERT DUPLEX RECEPTACLE WEBER W.P. DUP.REC.-WATERPROOF 0GF1 DUP.REC.-GROUND FAULT Cil DUP.REC.-FLOOR ARCHITECT 0 DUP.REC.-(USWITCH OPER. SPECIAL OUTLET DSURFACE MTD.-CLG. OP SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG. 1`0 WALL MOUNTED DUP. FLOOD 03 HIGH INTENSITY, SWIZEL, RECESSEI? ------------- ' __-------__-- © CLOSET LIGHT SHOWER LIGHT (Wet Location) ! C UNDERCAB. FIXTURE tu I � I t DOORBELL/CHIME i a EXHAUST FAN PADDLE FAN t � ! ! wt � , PADDLE FAN / LIGHT Existing Electrical ! I to Remain t i I r I ATTIC FAN t SPEAKER t !� TELEPHONE ! O CABLE V15ION � t --------------------------- ---------- --____---_ Hose t` t L�ONFUTER (Cable t Phone) Bib t `� i 0 LIGHT W/ HEAT/FAN/NIGHT LIGHT --------- --_--_-- Q THERMOSTAT _. --- DW FC.r-I 4Ff F FAN/LIGHT 7 II SMOKE DETECTOR Ch eller Qco CARBON MONOXIDE DETECTOR f SWITCH t Existing - - -.-__---.___-__ ___-. Hose 3 SWITCH 3-WAY ! i ------ , Bib II f 44 SWITCH 4-WAY I -- L---_----------_.__.__ Existing SWITCH W/ DIMMER i f Electrical $W SWITCH WATERPROOF DRAWING TITLE: I I to Remain JS JAMB SWITCH ELECTRICAL an ge/ KEY PAD MRST FLOOR Drop Beam ! Hood EX EXISTING i__- Ref "' i I I 4 ofn x i ! It t 1 1 i I T ! I II f1 1 { nd JOS: t l Ceilin -Br Ik l I ! To 2nd ------- D F / - - _-- 9 _ 11_-- _-- RENOVATION/ADDITION ENO PSI N/ D NCEN I I I I Y i CO4�b, PINE TREE ROAD ELECTRICAL NOTES; � II It � � q I C CHOGUE, NY I I t I I f I- RECEPTACLES t SWITCHES TO BE TRADITIONAL TOGGLE STYLE- WHITE. I 1 _-- _ _ I I I t TOWN OF SOUTHOLD 2- DIMMERS TO BE SLIDE CONTROL. F L r _ _- = = n j ------"__ 3CTIT I000-104-3-L 3- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. AC #4 I b� 4- ELECTRICIAN SHALL INSTALL AND WIRE ALL TELEPHONE, CABLE AND COMPUTER RECEPTACLES. 5- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. NEW UNDERGROUND ARCHITECT: Existing ! ! I t I Hose i Dr Bean t s I - �+ ELECTRIC SERVICE Bib - -- - -y `-_ _-- BASEM POLE TO FREDERICK R. WEBER 41 EAST MAPLE ROAD ELECTRICAL FIXTURES; GREENLAWN, NY H740 ' S2 NOYAC PATH OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): WATER MILL, NY 119'16 I- CHANDELIERS (DINING) t�3 2- SURFACE MOUNTED CEILING FIXTURES TEL 631 "154-55555 3- BATHROOM WALL SCONCES W.P. --- FAX 631 261-1084 4- ALL DECORATIVE EXTERIOR FIXTURES t 5- PADDLE FANS 0 SEAL: ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I- ALL PORCELAIN FIXTURES } ; „ 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES. 5"0 ("HALO"). HOUSING t TR11"I (White) g ��� v r, W 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS- 4- UNDERCABINET KITCHEN FIXTURES (Pock St le). 4n ' �S563 ' APPLIANCES : Y OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR I- RANGE: 30", (4) BURNER ELECTRIC, OVEN- ELECTRIC 2- REFRIGERATOR: DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) 3- DISH WASHER: PLUMBING, ELECTRIC 4- KITCHEN HOOD: EXHAUST TO EXTERIOR 5- CLOTHES WASHER: FRONT LOAD REV.: 6- CLOTHES DRYER: ELECTRIC DATE: OCT 21, 2013 PLUMBING NOTES; SCALE : 1/4` • I'-O' I- PLUMBER SHALL TEST ALL DRAIN LIKES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. ELECTRICAL JOB NO: 2200603 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. FLOOR PLAN 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4- ALL DRAIN PIPES RUNNING THROUGH I5T FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. DRAWING NO. 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT/CRAWL SPACE. 1 -0 OF 92 ELECTRICAL 5YMBOL5 FREDERICK SYMBOL DESCRIPTION ROBERT DUPLEX RECEPTACLE WEBER W.P. DUP.REC.-WATERPROOF Q¢G�a DUP.REC.-GROUND FAULT [� DUP.REC.-FLOOR ARCHITECT DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET 0 SURFACE MTD.-CLG. Op SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG. �0 WALL MOUNTED CC DUP. FLOOD 03 HIGH INTENSITY, SWIZEL, RECESSED V © CLOSET LIGHT sQ SHOWER LIGHT (Wet Location) #LL-- 1 1 .1--1 UNDERCAB. FIXTURE ` I I DOORBELL/CHIME I I 1 I EXHAUST FAN I I PADDLE FAN V I E I ii-ai--ls I I PADDLE FAN / LIGHT I I t { F ATTIC FAN I E SPEAKER I I 4 ! I p TELEPHONE I j Q CABLE VISION I I I © COMPUTER (Cable t Phone) r -- ---------------- ------ i I --------------------� I I I LIGHT ill/ HEAT/FAN/NIGHT LIGHT THERMOSTAT tEx i i F I=AN/LIGHT i { I I ►� I ► Q SMOKE DETECTOR01 II I i i i i IEx I i Q�fl CARBON MONOXIDE DETECTOR I I I l i i O 1 1 11 I { 11 I Ex I I SWITCH I I { 1 Ex I I EA Fan/ Is 3 SWITCH 3-WAY I 1 I Existing 1 { ► I ElL-ctrical I I $ 4 SWITCH 4-WAY I I t l tot Remain + Ex InvI I I I I I Ex { I SWITCH W/ DIMMER 1 i i ExistingI $ DRAWING TITLE: { I 1 I Electrical SWITCH WA"FERPROOF 1 1 I i I III to Remain JS JAMB SWITCH ELECTRICAL Surface 0 KEY PAD 5ECOND FLOOR I Ex I I I Ex I Mounted EX EXISTING I I 11 �.._.,...._.�.—. T_------.—.T —._ _ Ex Exp I I I I I I Su face i 1 I I I No nted I I l I 11 I • I I I I i JOB: To Ist { 1 FloorI I t 0 i __--' RENOVATION/ADDITION 1 �4:.:______- — a--- Ceding-Break j i L----- ___ ' I --CQ _ -_- __ _ ___ SCRIPPS RESIDENCE —� — 1 ► I I 1 I I I E - _ _ Ex 2141; PINE TREE ROAD CUTCHOGUE, NY I c, TOWN OF SOUTHOLD } SCT11* 1000-104-3-4 { ; , Surface 1 Mounted t II 11 1 3 / I Fan/ ARCHITECT: tg t I 1 I I I I FREDERICK R. WEBER __-_-__- ------- --------- ___ 41 EAST MAPLE ROAD ---------------------- -_- I I _ —_———— I I I I I I GREENLAWN. NY '! O 1 { 1 1 1 52 NOYAC PATH 1.1 I I I I I WATER MILL. NY 11414 fl it I I II I 1 I _ 1------------------------------------ I FAX 43 241-1084 EI I _ l I I 1 TEL 431 '�$4-b1s1s� ------------------------ I I II I-r---------__... I I I I 1I IE 1 I II I I 11 CI I 1 I I SE �3� `t"i 1 1 4& 1 1 1 I � " -IC K ,q 11 II I I L ---_.----------------------------- - RFV.: DATE: OCT 21, 2013 SCALE : 1/4" 1'-0' JOB NO: w200403 ELECTRICAL SECOND FLOOR FLADRAWING NO. F- 1/411 IY O OF E2