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HomeMy WebLinkAbout41275-Z So��et,��QG Town of Southold 9/27/2017 a P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39247 Date: 9/27/2017 THIS CERTIFIES that the building ALTERATION Location of Property: Off East End Rd, Fishers Island SCTM#: 473889 See/Block/Lot: 2.-1-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated '12/27/2016 pursuant to which Building Permit No. 41275 dated 1/9/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Franklin,Mark of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41275 09-14-2017 PLUMBERS CERTIFICATION DATED 06-15-17 PeR Mrowka \Lw&� A tho ' d Signature So�ntk TOWN OF SOUTHOLD CIPA BUILDING DEPARTMENT In TOWN CLERK'S OFFICE Py.. SOUTHOLD, NY 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#: 41275 Date: 1/9/2017 Permission is hereby granted to: Franklin, Mark 42 Eaton Sq London, SW1W9BD To: make alterations to an existing single family dwelling as applied for. At premises located at: Off East End Rd, Fishers Island SCTM # 473889 Sec/Block/Lot# 2.-1-10 Pursuant to application dated 12/27/2016 and approved by the Building Inspector. To expire on 7/11/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 Buil iLlector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1502 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate'location of all buildings,property lines,streets,and unusual natural or topographic features. - - 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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. New Construction:Alteration/Repairbld or Pre-existing Building: (check one) Location of Property: 2659 Windshield Drive Fishers Island NY House No. -Street Hamlet Owner or Owners of Property: Mark Franklin Suffolk County Tax Map No 1000, Section 2 Block 1 Lot 10 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ $50.00 Ap licant Signature pF SO(/��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road CP- P.O. 44C Fax(631)765-9502 P.O.Box 1179 G ® roger.richerta-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Franklin Address: 2695 Windshield Avenue city:Fishers Island st: New York zip: 06390 Budding Permit#: 4.1275 Section: 2 Block: 1 Lot- 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Connected Systems License No: 45453-ME 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 X Garage INVENTORY Service 1 ph 600A Heat OIL Duplec Recpt 189 Ceiling Fixtures 116 HID Fixtures Service 3 ph Hot Water OIL GFCI Recpt 20 Wall Fixtures 40 Smoke Detectors Main Panel 600A A/C Condenser 6 Single Recpt 6 Recessed Fixtures 5 CO Detectors Sub Panel 7 A/C Blower 6 Range Recpt 2 Fluorescent Fixture 32 Pumps Transformer Appliances 4-pW Dryer Recpt 3-30A Emergency FixtureTime Clocks Disconnect Switches 185 Twist Lock Exit Fixtures TVSS Other Equipment- 25- 15A ARC Fault Circuit Breakers, 2-20A ARC Fault Circuit Breakers, 1- 15A Combination ARC/GFI Circuit Breaker, 3- 20A Combination ARC/ GFI Notes: Circuit Breakers. Inspector Signature: `' Date: September 14, 2017 0-Cert Electrical Compliance Form.xls f Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G�` • 0 Southold,NY 11971-0959 Y BUILDING DEPARTMENT TOWN OF SOUTHOLD t t CERTIFICATION Date: / - i { Building Permit No. 41275 Owner: n (Please print) Plumber: - , -A,-r (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. b\ (Plumbers Signature) Sworn to before me this 94-44 day of �LjV201 L Cv b�Q 01:7,Z11.16 Notary Public, oz�' _ County, r ��� OF SOUL TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: CW�r J� s CfA_ D✓ rn i✓ 0a24(.�z` DATES INSPECTOR VQAVfA, ` �pE 50Ujy �o� opo �'�OOUPII'1,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ]jp9ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT.PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) .REMARKS: in v _t Mw I - � w .�►,w k DATE INSPECTOR GNCB 1• Consulting Engineers,P.C. Structural Engineering Geotechnical Engineering Historic Preservation Construction Support August 23, 2017 Town Hall Annex Building Town of Southold Southold, NY 11971 Attn: Michael J. Verity Chief Building Inspector Re: Franklin Residence Renovations -Permit#41275 2695 Windshield Drive - Fishers Island, NY Principals Tax Map No. 1000, Section 2 Kenneth Gibble,PE Block 1, Lot 10 James F Norden,RE HVAC Installation Signoff Charles C Brown,PE. Geotechnical Associate Mr. Verity: David L Freed,RE Structural Associate GNCB Consulting Engineers, P.C. has reviewed the contractor s HVAC Richard A Centola,PE. installation work performed on this renovation project through site visits and construction photos and certificates supplied, It is my opinion that the completed HVAC installation is in substantial conformance with the permit drawings and building code requirements for such work. Sincerely. CU --�- of NECW� ��yr'URr1SB�•p� Charles C. Brown, P.E. CO President O 6 � 130 Elm Street OFFSS���1P\' P.O.Box 802 Cc: H.P. Broom- Housewright, Inc. Old Saybrook,CT 06475 P.O. Box 70 Tel 860.388.1224 Hadl me, CT 06439 Fax 860.388.4613 y lastnamaggncbengineers.com gncbenglneers.com GNCB 1• Consulting Engineers,P.C. Structural Engineering Geotechnical Engineering- Historic Preservation Construction Support August 23, 2017 D ���0 V Town Hall Annex Building DD Town of Southold AUG 2 8 2017 Southold, NY 11971 BLTH,DING DEPT. Attn: Michael J. Verity TOWN OF SOUTHOLD Chief Building Inspector Re: Franklin Residence Renovations - Permit#41275 2695 Windshield Drive - Fishers Island, NY Principals Tax Map No. 1000, Section 2 Kenneth Gibble,P.E. Block 1, Lot 10 James F No rden,P E. Plumbing Installation Signoff Charles C Brown PE Geotechnical Associate: Mr. Verity: David L.Freed,PE, Structural Associate GNCB Consulting Engineers, P.C. has reviewed the contractor' s plumbing Richard A Cenlola,PE. work performed on this renovation project through site visits and construction photos and certificates supplied, A Lead-Free Solder Certificate will be sent to you directly from the contractor. It is my opinion that the completed plumbing is in substantial conformance with the permit drawings and building code requirements for such work. Sincerely, CU C OF New Y y� �uRrrs�9o�'f' Charles C. Brown, P.E. President -0 130 Elm Street Cc: H.P. Broom- Housewri ht, Inc. O Es P 0.Box 802 g s�oNP� Old Saybrook,CT 06475 P.O. Box 70 Tel 860,388.1224 Fax 860.388.44613 613 y Hadl me, CT 06439 /astnameftricbengineers coir. gncbengineers.com GNCBIV Consulting Engineers,P.C. Structural Engineering Geotechnical Engineering Historic Preservation Construction Support August 23, 2017 Town Hall Annex Building D Town of Southold AUG 2 8 Southold, NY 11971 2017 Attn: Michael J. Verity BU1LDWG DEPT.TOWN OF SOi]THOLD Chief Building Inspector Re: Franklin Residence Renovations - Permit#41275 2695 Windshield Drive - Fishers Island, NY Principals Tax Map No. 1000, Section 2 Kenneth Gibble,PE. Block 1, Lot 10 James F Norden,PE Electrical Wiring — Fire Caulking Installation Signoff Charles C.Brown.P.E. GeotechrncalAssociate Mr. Verity: David L freed,PE. Structural Associate GNCB Consulting Engineers, P.C. has reviewed the contractor' s fire Richard A.Centola,PE, caulking at electrical wiring penetrations performed on this renovation project through site visits and construction photos and certificates supplied, It is my opinion that the completed fire caulking is in substantial conformance with the permit drawings and building code requirements for such work. Sincerely, C OF NEw Y Charles C. Brown, P.E. y��gURtIS®9o,Q�' President OFESS14NP\' Cc: H.P. Broom- Housewright, Inc. 130 Elm Street P 0.Box 802 P.O. Box 70 Old Saybrook,CT 06475 Hadlyme, CT 06439 Tel 860.388 1224 Fax 860.368.4613 Mstrramci�g ncbengineers.corm gncbengineers.com GNCB 1• Consulting Engineers,P.C. Structural Engineering Geotechnical Engineering Historic Preservation Construction Support May 23, 2017 Town Hall Annex Building Town of Southold D [EC[EO'V[E Southold, NY 11971 DD MAY 2 4 2017 Attn: Michael J. Verity Chief Building Inspector BUMDINGDEIPT. TOWN OF SOUTHOLD Re: Franklin Residence Renovations 2695 Windshield Drive Principals Tax Map No. 1000, Section 2 Kenneth Gibble,PE. Block 1, Lot 10 James F.Norden.PE Fishers Island, NY Charles C Brown,RE GeotechmcalAssociate Mr. Verity: David L.rreed,PE Structural Associate GNCB Consulting Engineers, P.C. is the Structural Engineer of Record for Richard A,Comola,RE, portions of the Franklin Residence renovation project on Fishers Island, with framing work described below. This letter is issued to your attention as a Letter of Compliance for Structural/Framing required by the Building Dept. Roxanne Brown, GNCB, visited the site in November, 2016 to observe existing conditions for 3 areas of structural renovation. GNCB produced November 18, 2016 drawings S1.0 and S1.1 to depict the required structural work. The office of H.P. Broom Housewright, Inc, general contractor for the project, has provided photos of the completed structural work for GNCB's review. The first area of framing is the second floor office at the south end of the house Existing windows were removed and replaced, requiring a header in the gable end wall. The header consists of(2) 1 % x7 '/ laminated veneer 130 Elm Street lumber LVL members supported at each end on double jack studs. The P 0.Box 802 (LVL) P P Old Saybrook,CT 06475 upper wood studs are clipped to the header. Strapping and clips extend from Tel 860.388.1224 the header to the jack and kin studs. The bottom late is strapped to the Fax 860.388.4613 1 9 P PP lastname@gncbengineers.com cripple wall studs. gncbengineers.com Town of Southold Fishers Island, NY GNCB % Franklin Residence May,2017 Page 2 of 2 At the second area, at the second floor level, a new single window dormer and double window dormer were constructed on the west side of the house. The framing consists of 2x4 wall studs and 2x6 roof rafters to match the profile of existing dormers on the opposite side of the house. The rafters are strapped to the header and the wood studs are strapped to the window sill and down to the floor level. The final area of framing was in the Dining Room where a set of French doors was installed to replace 2 existing windows. A new header was required to span the longer opening, approximately 12 feet, using a double ply LVL header, 11 7/8" deep. The header is strapped to the wall top plate as well as to the posts between the mulled doors. Due to a condition encountered during construction when the wall was opened up, the contractor determined that the interior finish floor would be flush with the exterior stone terrace surface. In order to prevent water infiltration and exposure of the wood door and sill to moisture, the contractor installed a galvanized steel channel attached to the concrete foundation wall to form a new weather resistant sill. The base of the wood posts are fastened to the sill with strapping. It is my opinion that the work is constructed in substantial conformance with GNCB contract documents, and meets the building code structural requirements. Where the contractor installed a new door sill in the Dining Room, this work is acceptable. OF NEW Y Sincerely, � Sr'uRTlse9o��' eu- C (1,, I-, Charles C. Brown, P.E. ° President OFESS�pNP Cc: H.P. Broom- Housewright, Inc. P.O. Box 70 Hadlyme, CT 06439 1111"N"10,201"639,173 IMI • FOUNDATION(1ST) FOUNDATION (21 All Man:& WL c�X ROU •PLUM1 � INSULATION ' ✓ _ ' "v10 STATE ENERGY CODE Fat Ks "/2 W- ,AMA W I Y.W-2 M ffea ADDITIONAL COMMENTS lip Fli cul _ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 �y Survey SoutholdTown.NorthFork.net PERMIT NO. -1 Check Septic Form NYSDE.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved 2Mail to' Disapproved a/c Phone � 2Q I , • � 3 2at6 Building Inspect APPLICATION FOR BUILDING PERMIT a- 1 n-^Tr='TW". Date �Z 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 from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. H.P.Broom Housewright Inc. (Signature of applicant or name,if a corporation) P O Box 70-162 Ferry Rd Hadlyme,CT 06439 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder General Contractor Name of owner of premises Mark Franklin (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. 10361 HI _ Plumbers License No. 40126-MP (✓a/�--�i �� 2`�j Electricians License No. 45453-Me Other Trade's License No. 1. Location of land on which proposed work will be done: 2695 Windshield Drive Fishers Island House Number Street Hamlet County Tax Map No. 1000 Section 2 Block Lot Subdivision Filed Map No' Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residential b. Intended use and occupancy Same 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair X Removal Demolition Other Work (Description) 4. Estimated Cost $650,000 Fee (To be paid on filing this,apnti-ation) 5. If dwelling,number of dwelling units Number of dwelling units on each floor ' If garage, number of cars_ 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N/A 7. Dimensiona.9f eexi/sting s9Tctures,if any:Front 160 Rear 1 Depth 1 Height `� 'I Number of Stories 2 Dimensions of same structure with alterations or additions: Front 5E Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front 3130 Rear 575 Depth ��r 10.Date of Purchase 5E?r ZCX 6 Name of Former Owner N4APP JVCVQAI FAq t G-/ `T U 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO' 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES_NO X 42 Eaton Sq. 14.Names of Owner of premises Mark Franklin AddreAondon England SWI W9B$hone No.+44(0)1749 890 618 Name of Architect GNCB Engineers PC Address Elm St Old Saybrook Elrione No (860)388-1224 Name of Contractor—H P.Broom Housewnght Inc Address PO Box 70 Hadlyme Ozone No. (860)526-9836 06439 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO A *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES X NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO x *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF ) Harry P Broom Jr being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the General Contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn f before me s day of 201_� 1 Notary Public SignatU of Applicant ti Scott A. Russell ,� DSUIFQ r ST0]kMWA\T1E1[. SUPERVISOR z MA\lam A\G 1EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of'S'outhold O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) E]E] A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. �`: 1000 Date H. P. Broom Housewright Inc District NAME Har B m Jr 2 12/12/16 (PIM Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information (860) 26-9836 rrLph—N—W Reviewed By: A- Gt'L CEJ — — — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — -- - - 2695 Windshield Drive Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Fishers Island Stormwater Management Control Plan is Required. El (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 ' ���•!"moi_ ,���SUfFDCk G c Town Hall Annex Telephone.(631-1802 54375 Main Road Fax(631) 734-9502 P. O. Box 1179 0 �r Southold, NY 11971-0959ZVI " : BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE=ENGINEERED WOOD CONSTRUCTION AND/.OR TIMBER)CONSTRUCTION, _12/29/1,6.; ;; y - L `' _ -— ' a Owner: Mark Franklin Location of_Propert Section 2/Block j/.Lot 10•-.Eisner'-Island .'.' " Please take notice that.the.(check applicable line)"- ti`._.-. New residential structure = - } X Addition to existing residential.sfrvcture "Rehabilitation to an existing residential structure - to be consf�icted o�perfomaed at the subject property:refeFence al3ove wi_{I Wlize (check applicable line): _.1 TrVss,type construction (TT.) Pre-engineered wood construction (I?INj', XTimber construction (TC) in;tfe:foll61 ing-iocation(s) (check applicable fine): ' _ Floor%frari�in `includiri irders and•beams X Roof framing (R) 1=1oor and ,roof framing-(FR) Signature:, ; Name (person siabrriittrngLiis'form): Harry PBroom=Jr-;H..P.Broom.Housewright Inc Capacity(check:applicaljfeline): - ' t- = Owner , ` •, _ -- . - _ . � � _ -. •_ - - -. " . - .. - , - - . v. ' =- X Owner�ep�e -entative: iussResReg15.docz = ;ESferrvi�in/2015_ -,i Sq5q Sq 4, i pF SO�lyo Town Hall Annex J�f Telephone(631)765-1802 i 54375 Main Road a (63 )765 wP.O.Box 1179 roaer.rcheosou5oQ2 ny us ! Southold,IVY 11971-0959 C, �O - I: BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- Conn-ec S SkrnS Lt_. , Date: ,5,31- r7 Company Name: C�n '1S L1t Name: License No.: qSQ 53—M E I� Address: 15q P 0" Lq)'y%,o CT. 0X3"7 Phone No.: 800 43q,17 I JOBSITE INFORMATION: (*Indicates required information) *Name: ark Fj t11� i a *Address: �(� 5-- tV)dsh_)t(a _11)✓►1 C _ *Cross Street: - - FYI Vc *Phone No.: vCeO, `f3�(. 1-7,PR Permit No.: _ 7 Tax Map District: 1000 . Section: -D Block: ) Lot: b *BRIEF DESCRIPTION OF WORK(Please Print Clearly) n uol 6-4 (Please Circle All That Apply) , *Is job ready for inspection: ` YES/"NO Rough In Final *Do you need a Temp Certificate: YES/ NO I Temp Information (it needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead E Additional Information: PAYMENT DUE WITH APPLICATION 82=Bequest for inspection Form �� I �j I ' f { OL * z TOV I� W ;,,;af.k..- l7 't -=L �X , 1 TO L i S *" r • yam,- Lt' .A� i i ,y • ♦ i mss♦ - r• 3 • raj`�'L�t�t=* ``M?.t:.♦ • .. 1si: 5 Ei L 4Y` R f•.1 I 4 4t V,'J ,=1, �.;ti..i •a]• iv f� ,t., •~ It,I S 4 S kms♦�s��� ■ +�Y �i f J H. P. BROOM - HOUSEWRIGHT, INC. P. O. BOX 70 - 162 FERRY RD. HADLYME, CT 06439 (860) 526-9836 FAX (860) 526-2647 LETTER OF TRANSMITTAL Date Job No. D [Ec[�UV[E 12/13/16 DD To: TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL, 53095 MAIN ROAD DEC 2 3 2016 P O BOX 1179 SOUTHOLD, NY 11971-0959 BUILDWG DEPT. Attention: BUILDING OFFICIAL ESI TOWN OF SOUTHOLD TELE: 02 Re: FRANKLIN RESIDENCE RESIDEENCENCE PERMIT APPLICATION WE ARE SENDING YOU X Attached Under separate cover via the following items: Copies Date No. Description 1 12/12/16 BUILDING PERMIT APPLICATION 1 12/12/16 STORM WQTER MANAGEMENT WORK SHEET 1 10/15/16 CONTRACTOR'S LICENSE 1 12/13/16 CERTIFICATE OF INSURANCE 4 sets 11/18/16 7 Pages TO INCLUDE: ��� SITE PLAN 615 J(� PLANS/EXTERIOR ELEVATIONS - A-1 THRU A-4 n REFERENCE PLANS - 1ST & 2ND FLOOR (REDUCE STRUCTURAL PLANS - S-1.0 & S-1.1 � THESE ARE SUBMITTED as checked below: FOR APPROVAL _x_ AS REQUIRED REMARKS: ATTACHED PLEASE FIND OUR BUILDING PLICATION FOR THE FRANKLIN RESIDENCE ON FISHERS ISLAND. PLANNED ALTERATIONS/ADDITIONS INCLUDE THE FOLLOWING: NEW SINGLE WINDOW DORMER AND INTERIOR WALL RENOVATIONS - OFFICE NEW WINDOW - GABLE END - OFFICE NEW DOUBLE WINDOW DORMER AND RE-LOCATED BATHROOM - DRESSING RM NEW FRENCH DOOR UNIT @ DINING RM INTERIOR (NON-STRUCTURAL) WALL/ROOM CHANGES - LAUNDRY AREA INTERIOR (NON-STRUCTURAL) WALL/ROOM CHANGES - MASTER BATH #5 RE-PIPING OF ALL EXISTING BATHROOMS CALL US WITH PERMIT FEE AMOUNT AND WE WILL ISSUE A CHECK. IF YOU HAVE ANY QUESTIONS PLEASE CONTACT US AT (860) 526-9836. THANK YOU JIM FLORIAN H P BROOM HOUSEWRIGHT, INC H. P. BROOM - HOUSEWRIGHT, INC. P. O. BOX 70 - 162 FERRY RD. HADLYME, CT 06439 (860) 526-9836 FAX (860) 526-2647 LETTER OF TRANSMITTAL Date Job No. 12/29/16 To: TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL, 53095 MAIN ROAD P 0 BOX 1179 SOUTHOLD, NY 11971-0959 Attention: BUILDING OFFICIAL TELE: (631)765-1802 Re: FRANKLIN RESIDENCE PERMIT APPLICATION WE ARE SENDING YOU X Attached — Under separate cover via the following items: I Copies Date No. Description 1 12/29/16 CERTIFICATE OF OCCUPANCY APPLICATION 1 12/29/16 TRUSS/PRE-ENGINEERED/WOOD/TIMBER CONSTRUCTION FORM i THESE ARE SUBMITTED as checked below: I _X_ FOR APPROVAL _x_ AS REQUESTED REMARKS: PER YOUR REQUEST PLEASE FIND THE TWO FORMS LISTED ABOVE FOR THE PERMIT APPLICATION FOR THE FRANKLIN RESIDENCE ON FISHERS ISLAND. IF YOU HAVE ANY QUESTIONS PLEASE CONTACT US AT (860) 526-9836. THANK YOU JIM FLORIAN H P BROOM HOUSEWRIGHT, INC ,AA-986017 XFINITY Connect Permit_41275 Franklin Residence Alteration Printout Jim Florian<jim.hbroom@comcast.net> 8/28/2017 8:59 AM Permit #41275 Franklin Residence Alteration To mike.verity@town.southold.ny.us Copy'Gary Mislick<gary.hbroom@comcast.net> Dear Mr Verity, Attached please find pdf copies of the following required items for the Certificate of Occupancy for Permit#41275 - Franklin Residence Alterations - on Fishers Island: • Plumber's Lead-free Solder Certificate • GNCB Consulting Engineers (of record) - HVAC - letter of substantial conformance • GNCB Consulting Engineers (of record) - Plumbing - letter of substantial conformance • GNCB Consulting Engineers (of record) - Insulation - letter of substantial conformance • GNCB Consulting Engineers (of record) - Fire-caulking - letter of substantial, conformance Please let us know if there is an other items that you will need for this Permit. Best regards, Jim Florian II P Broom Ilousewright, Inc P O Box 70-162 Ferry Rd Hadlyme CT 06439 (860)526-9836 • Permit 41275-Lead-Free Solder Certificate-Franklin.pdf(397 KB) • Permit 41275-GNCB-Let.HVACSig noff.Franklin Residence F1.23Aug17.pdf(123 KB) • Permit 41275—GNCB-Let.PlumbingSignoff.Franklin Residence F1.23Aug17-.pdf(122 KB) • Permit 41275-GNCB-Let.I nsulationSignoff.Franklin Residence F1.23Aug17.pdf(122 KB) • Permit 41275-GNCB- 16177 Let.FireCaulkingSignoff.Franklin Residence FI.23Aug17.pdf(122 KB) � ,.'TY -� k 1 https,//connect.xFinity.com/appsuite/v=7.8.3-23.20170828.084634/pdnt.html?print 1503925254703 1!1 . TOWW OF SOUTHOLD PROPERTY = m RECORD CARD .., OWNER STREET" VILLAGIr DIST. SUB. LOT (L r FORMER WNER NE ACR. . , vG`' Tylp,,E OF BUILDING 2ES� ,�.S�D SEA$. VL `FARM COMM. C$. M15C. Mkt. Value o LAND IMP, TOTAL DATE REMARKS l w3 x'00 3 �� � ate, { ".� / tea ' ,c 6 ' En Lo t = ZL ej 340L r.5 r f— '" r4MA-fYY 8 `- 1 t6`�c� 2� C1pp +f•fl boa 3 � 2p 1 g . AGE BUILDING CONDITION ✓� % ✓rr r. N NORMAL BELOW ABOVE f J " FART Acre Value Per Value "T nip Acre LD 'iflable 1 f�d Lo "iilabfe 2 Jy o b Lo b 'iflable 3 CQ LD roodlond rbp 4 Co CIDYarnpfnnd FRONTAGE 0N WATER (� v N rushland FRONTAGE ON ROAD m ousePlPlotDEPTH N 00 Cm BULKHEAD m - �tol /`� )/ OCK , . - moon 419w �. d r Y G l r/ • � 1.1J f r1 , k t ••'S.v Sties �T y�1 � ) //� : �■ ■■■■■■■■■■■�'++�.*.�■��■ r r r •p rr 17d,7i .y1 f +a'��rrl,?�r,31YXX'' l i , ! �'r� I ~x: t' �r= �■ MAP Ll ■■■■■■■ ��""' r Vii. tr �1. ;� R"� , rl. ■ ■NONE■■■■■■■■!! , OMEN 4 1�.,_• T t f� 1 EM swam:;� . .. � .� • fir/ - ■■ ■�r���s+■i��■■ �"�" _ ME •r. Jul ONE �+�.-s= r a tai � •+„ _ , � �� � (`� hXIVMMI mom j�%�:N j •}S,� r �Fi'- - ♦ •" 1 - �\1l� � wl� - c"`fi„ SMEMIN +moo CK :ta++,,. ON r. :'„ f ►r Ya d►i � 1'��AfMEN -�Basement _ .. Ext, WAS Recreation Rocrr,, mom� S S„tTy .t K t Sn Alr ILI 1 • ri-.S Y�J FI47'bpr.� fi+•• f ��.1 Jr !r�� is.Ti tt I 'i • ,• Emmaus 7.JWIN ■■■■■■■■■■«``j� ■� ■■ y O.� r; LIE "I SEEN■■■■■■■EIS# Riiiid�■ 5`\9.r'♦. lj. —_•t 1 .� �Z l�� K.�, �.r j� � , r, �. ��il�.il�i� ■■■■■■■■■■■■■■■����� r ,� -�y{�_ �. .• � �• 'idN ■■■M■■PA■■■■■■■■NDNElio }-. mass • C. rjt4 - ... rte'`�' � r � �, - :'- - "_ �.•t.���l�fid �ill!�F������i k � u J . �I �1�� ■■ �.�. �'!I� �■O ■®SSSS■ ` = ■■■■SN■�i1 ■■■■■■■■■■■■■■■■■ ■■ . V W- E I • 0'.O V '�. ReceiptCopy Page 3 of 3 3 'F q+ SUFFOLK COUNTY DEPT OF LABOR, LICENSING & CONSUMER AFFAIRS PAYMENT RECEIPT RECEIPT NO. 307123 4 HP BROOM HOUSEWRIGHT INC PO BOX 70 162 FERRY RD HADLYME CT 06439 Rec'd From: D/B/A: Date: H BROOM HP BROOM HOUSEWRIGHT INC 10/15/2015 Payment Type: No: Drawn On: CHECK 15040 BANK OF AMERICA Category Service Fee Violation Slip No Remarks 5 - H.I Contractor C - Lic. Renew. $400.00 RECD BY: License#/Registration#: CL 13061 OTAL: Remarks: :1$400.00 ATTENTION HOME IMPROVEMENT CONTRACTORS Suffolk County Code Chapter 563-17 (D) states: All advertising for Home Improvement contracting shall contain the number of the Home Improvement license. Customer copy http://suffolkea/receiptcopy.aspx?ID=307123 10/15/2015 PORTION PORTION , 3 Fa 00 NIF 28-2 25-14&14A •(D E DATE: B.F.t ji.? NIF DAVID F. HARRIS, JR. 25-12 cc9l IS 00 18 6 SARAH M. 28-3 28-1 0 .9- tm a) �'a () -ff W FETE." FERGUSON 0 1'�: 2, L Nz 0 r- W q) ,- FERGUSON 0F NO 'NT AT 765-1802 8 Alll -1-10 P;14 FOR THE cu -oWl COD7:, 28-4 Q) cn co W FOLLO'h"(."16 1.1TSPE7C;-fl�3lN'3: CIL 'a 27-38 27-3A 0 CD E LLJ 0 1. FOUINDA7 lo',j co 0 3: w TWO R'70PIRED AS 1 26-10 FOR POI,,j',RE,-) cz 6 6 28-5 cri < od 2. ROUGH - FP.At-!'N3 29 -A-- 3. INSULATION cl -319.2 SITE 27-2 o _3 u L-89.54! SITE a) t C\i 26-111 0 a) CM 4. FIN,-"l - CON'37RUCTION MUST 9 of " .> U) cc I t cr) 20 S 33.38 -0 BE COMPLETE FOR C.C. 2 0.18 ca HAIR150IR 28-6 27-4 27-IA 0) 00 W 7307.86 26 cl) > c\l ALL CONSTRUCTION SHP,LL NIEE:T THE--- 10) 1.ROD 2A 0 ca I 1�1 < &- " W 00 REQUIREM�:JNT�S IOF Ti; (5ET). co irl'ECODES OF NEW "CHOCOMOUNT 2" CD I cl) cv) YORK STATE. NOT RESPONSIF! E FOR %p N I cr) cn 27-IB cl) cf) DESIGN OR CONSTRUCTION E' RRORS. 26-12 V \O\ I MERESTONE 0, (NOT FOUND) 27-5 28-7 �j -iTl 7CEr I nn TION bc N T S'E Fo R F r-PC r 17� p�t� � /V% BLOCK27 27-6 27-8 o'71'j ,- �, i �-- L �;V 'i i J'- X PANCY .--,--,r--ICATL - CCU 28-8 0 3G-5 ER LOT 3A 27-7 29-1 Ir"OLDER U -:D IN VILA NIF AREA-1.50- ACRES 28-9 STEM CAN.,'`!OT S 121.60 28-16 29-11 IN 274 30 E HENRY L. FERGUSON (SCTM 1000-2-1-10) OFI IL - W 7841.36 Exp-w 1.ROD MUSEUM, INC. // / / 'VACANTLOT" 29-110 (5ET) ICIHOCOMOUNT 2" • N 5165.78 MERE5TONE LOCATION MAP SCALE 1 of=400' W 820.42 (FOUND) BLOCK 27 -- ,N 2728'Mm W s 68.39 "N/N" LOT 3B 1-38, AREA=1.43:t ACRES P .2 L1, 1,•1.2 (SCTM 1000-2-1-10) "VACANT LOT" 0 h) 7- 1.ROD !q APPROXIMATE (5ET) L4 HIGH WATER CrL MAP REFERENCES 9. / F \ 'S.�• �Y 1. PLAN OF PROPERTY OF CHARLES J. HARRINGTON; BLOCK 27 LOTS 3A,3B & 4 BLOCK 28 LOTS 5 & 6; FISHERS ISLAND, NEW YORK; SCALE: 1"=100'; DEED BLOCK 28 CHANDLER, PALMER & KING; NORWICH, CONNECTICUT; AUGUST 18, 1980 LINE LOTS AREA=1.12:t ACRES / n�o (5 TCo M 1000-2-1-12.001) m NV6 "VACANT LOT" ad C-mo NOTES IR 0 or SEPTIC • RCAMWS co WOOD SYSTEM 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED EN � V) PO AREA HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO F- • l 0 NIF BETWETHE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE W ENGAGEMENT. > w N 4946.03 40' RICHARD E. 0 00 • W 871.90 & BARBARA C. 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, z Ile RIEGEL UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO C) 0 ALTER AN ITEM IN ANY WAY. }- -� O >- b 0 > MEPESTONE I I 3.) 014L'! COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S 11. z z Ld Li Z (NOT FOUND), SIGNArUkL' AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF < 0 Z cj� I\ '\ THE L'\ND SURVEYOR. m C-) < C) N 85-- N 86'21'08* E ELECTRIC BOX 32'50* W 161.91, METER Lu z co LI.PIOD 133-56' 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC > m Li- (SET) SURVEY TRIANGULATION STATIONS "NIN" & "CHOCOMOUNT 2" AS NOTED. 0 V) V) In �� \�� �, �+ I ?vim gx�STjN 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, V) 0) to w SECTION 002, BLOCK 1, LOTS 10, 12.1 & 12.2. [If ly- E Of Ld 0 :�4 14 N 0 DRAIN L-i < L0 04 0 6.) TOTAL AREA = 11.18± ACRES. 1* mo =o 0 co Of V) CO 7.) SITE IS LOCATED IN R-120 ZONE. F- C) CL 0 BLOCK Z 0, RETAINING WALL LOT \-DRAIN co AREA=0.98:t ACRES 04 cl� oo 0. CEIRTIS L)j - -2-1-12.2) y Lti (SCTM 1000 c) "VACANT LOT" MARK FRANKLIN 0 FIDELITY NATIONAL TITLE INSURANCE COMPANY m -i 7g33 44 SHOWER IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS OF THE /.ROD NEW YORK STATE LAND TITLE ASSOCIATION. (5ET) BITUMINOU I TITLE NO. F16-7404-102255-SUFF (LOT 1000-2-1-10) F16-7404-102256-SUFF (LOT 1000-2-1-12.001) • y\ o o ^ F16-7404-102257-SUFF (LOT 1000-2-1-12.002) m BLOCK 27 i(5ET) 00 X- I ROD YD LOT �R/V/FAD CIS (GPA V z APPROXIMATE LD HIGH WATER 04,D) z (SCTM 1000-2-1-10) co AP.EA=6.15:t ACRES co q'� 0 ui 10 kil. V) \x La 1.PIPE Ar cc bo (FOUND) alp �A' I.ROD Ccs R02. I (5ET) > 45v S LIMITS OF BRUSH CLEARING 31.0 0' NIF -..-A f 7 LEGEND JABCO LIMITED / / 20* PROPERTY LINE PARTNERSHIP W �/ C2 lb NIF ABUTTERS LINE z JABCO LIMITED EDGE OF PAVEMENT 1,38.88$ zo EDGE OF GRAVEL ------------------- I.Roo cv PARTNERSHIP < Ard NOW OR FORMERLY NIF (5ET) F- < N 8 14-20' W 62' 1.ROD < 354.83# 55 1IA (5EI-) I.ROD I.Roo s (o (5ET) co o(5ET) �2N co \ ��a�� 0 m I I NIF DD 0 Ld F- 0 0 0 JABCO LIMITED z z y D il�� 0 3: C) 0 0 0 Fn < w o w 3 w 0 w ft� m 0 -1 PARTNERSHIP a_ m 0 0 0 u LL -BinDING DEPT- DATE: 08/03/2016 TovVN 0-F SoLyflJOLD SCALE: 1 " =50' QUALITY CONTROL CERTIFICATION PROJECT: #2016821 GROUP REVIEWED DATE PROJECT MANAGER 50 25 0 50 SURVEY - iiiia SHEET ENVIRONMENTAL GRAPHIC SCALE IN FEET CIVIL 1 OF 1 STRUCTURAL ARCHITECTURAL - - ___ - ____ ____ __ . 11 I I. �_ I I . . � � . . � . ", ,�� �, . I � ,�-� : 1� � I �1� I . ,,,-).1 1,"t, , - . . I ___�_ ---------------- 'r, ,., ,�,,"--.- _­�­___._ ___�� �...... 1. . - . .— I . .,� I - I I . I I I., . . 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FRA.NKLIN RES E �'.',� ;YaM�-aa t�,a.0 •,. ; _ t - v �; li 2695 Windshield Drive Fishers Island NY _ „.. ... } ,... �.; ,: ,,;,rt. ► _ t... ,, :',�-�...,r,,:._;_ I a t. Hadlyme,CT 06439 1 �t� i - .. { Sl iy.r,11 5 € ;.- - 'I .A. i �,�P'(E F/�� Hadlyme,CT 06439 I - � CUq �� i s o ° vx_ 18 M I TITLE: LAUNDRY AREA & : . ;p � D te. scale: 1/4'r= 1r . � N . d = MASTER BATH ' 2 _ - - �- ' RENOVATIONS ' �.. � �SS68s `�G\��� Revisions Drawn By: HBP 22—' M � ONA _� , 1 4 �� IOZ�b ��g I Drawing 21 5] 8] A 4� --�oU-� +b w� - ] 6] 9� Number _-,_.. ._.,,- 9 i • i !I fir • Consulting Engineers, P.C. 1 30 ELM STREET BUILDING DESIGN LOADS POST OFFICE BOX 802 LIVE LOADS C:)LD SAYBR00K RESIDENTIAL DWELLING HABITABLE AREAS WOOD NAILING SCHEDULE CC}NNECTICUT 06475 EXISTING PHONE: 860 388 1224 FAX4613 SNOW LOADS 1. ALL FRAMING LUMBER SHALL BE DRY(19%MAXIMUM MOISTURE CONTENT) � � $$ DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT CONNECTION NAILING �'�G I '� GROUND SNOW LOAD,Pg=20 PSF STRESSES: JOIST TO SILL OR GIRDER,TOE NAIL 3-8d FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps=20 PSF 900 BRIDGING TO JOIST,TOE NAIL EACH END 2-8d WIND LOADS BENDING,SINGLE USE Fb BENDING, REPETITIVE USE Fb - 1, psi SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16d AT 16"oc = 900 TENSION PARALLEL TO GRAIN Ft = 575 TOP PLATE TO STUD, END NAIL 2-16d IMPORTANCE FACTOR, I= 1,0 -..............._...................................._._............_. ............--..................... ._.._._.... COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1,350 STUD TO SOLE PLATE,TOE NAIL 4-8d WIND EXPOSURE CATEGORY:C SHEAR PARALLEL TO GRAIN Fv = 180 COMPRESSION PERPENDICULAR TO GRAIN Fc Per. 625 DOUBLED STUDS, FACE NAIL 16d AT 24"oc ; BASIC WIND SPEED=130 MPH(3 SEC.GUST) (Per.) DOUBLED TOP PLATES,FACE NAIL 16d AT 16"oc MODULUSOF ELASTICITY E = 1,700,000 _--._...__....-----.._...................__......._....._.......................................-.............-......................................_.....................- GENERAL TOP PLATES,LAPS AND INTERSECTIONS, FACE NAIL 2-16d .................._..........................................................................................__........................... ______.. .______._..___.___' 2. WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc -- PER MANUFACTURER'S RECOMMENDATIONS. 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL 3, FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc,UNLESS NOTED OTHERWISE ALONG EACH EDGE _ .................:. _.-_.__ RESIDENTIAL CODE PORTION OF THE 2016 RESIDENTIAL CODE OF NEW YORK STATE AT EDGES, 10"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN CEILING JOISTS TO PLATE,TOE NAIL 3-8d ..................__._____-.,_. _._..._...... _._.__......._.......-_.....,...__._._.,_.._..___..._...._..._.._._.____._..._____ IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. OTHERWISE. CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST EXISTING CONDITIONS. 4. ALL OPENINGS SHALL BE FRAMED WTIH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE(FOLLOWING ALLOWABLE UNIT STRESSES ALL OPENINGS,SLEEVES AS REQUIRED BY ALL TRADES. OPENINGS UNLESS OTHERWISE NOTED: CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL 3-16d No. i DESCRWTION DATE NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ENGINEER. ' 4 4. THE STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING LAMINATED VENEER LUMBER(LVL) RAFTER TO PLATE,TOE NAIL 3-Sd AFTER CONSTRUCTION/RENOVATIONS ARE COMPLETE. IT IS THE CONTRACTOR'S MODULUS OF ELASTICITY, MIN. E 1,900,000 psi BUILT-UP CORNER STUDS 16d AT 24"oc ISSUED DRAWINGS = RESPONSIBILITY FOR THE BUILDING DURING CONSTRUCTION,INCLUDING, BENDING,SINGLE USE Fb = 2,600 BUILT-UP GIRDER AND BEAMS(U.O.N.) 20d AT 32"oc AT TOP - BUT NOT LIMITED TO METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2,510 AND BOTTOM AND STAGGERED SHORING AND BRACING. HORIZONTAL SHEAR Fv = 285 COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 2-20d AT ENDS AND AT NOTES: _! PARALLEL TO GLUE LINE TENSION STRESS Ft = 1,555 EACH SPLICE f3f .i 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTUIRER'S SPECIFICATIONS. 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHHALL BE SUBMITTED TO THE Es STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. 8. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, OR OTHER FINISH APPROVED BY ENGINEER. NOTES: 9. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. SCHEDULE BASED UPON COMMON WIRE NAILS. LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. E SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. COMMON WIRE NAIL DIAMETERS •--- 6d 0.113" CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 8d 0.131" 10d 0.148" GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER FLOOD 12d 0 148" SNOW SPEED DESIGN UNDERLAYMENT HAZARDS 16d 0.162" „•n... LOAD CATEGORY WEATHERING FROST LINE TERMITE REQUIRED? 20d 0.192" DEPTH 20 PSF 130 MPH B SEVERE 3 FT. DEEP MODERATE PROVIDED NOT APPLICABLE TO HEAVY RESIDENTIAL CODE OF NEW YORK STATE 3� 9 :h it s" .................. REFERENCE IS MAQE ( LF TO ARCHITECTURAL DRAWINGS FRANVT IN J BY: PARSONS&WAIT,ARCHITECTS RESIDENCE BOSTON,MASS ; PREPARED FOR: W.F. HARRIN TO N ES . G Q _- FULL HEIGHT — CRIPPLE STUDS 1 1/4"CS 18 STRAP FISHERS ISLAND, NY , KING STUDS CLIP TO PLATE AND € TOP PLATE ONTO I. FISHER'S ISLAND NY JI _.- 2x4 HEADER,1fYP. JACK STUD, 1 FT.,TYP. DATED:OCTOBER 24, 1929 1 € DINING ROOM \ ATTIC A60% i - TOP PLATE INFILL EXG WINDOW OPENING AREAS ATTIC ABOVE ! ( WITH FULL HEIGHT 2x4 WOOD STUDS AT 16"oc MAX,AS REQUIRED ELEVATION ---__-.____ CC�NSTRUTIC�N 12'-2 1/2"+/- `- (2) 1 3/4"x11 1/4"LVL PHASE CONT. HEADER + DRESSING ROOM I I O PASSAGE I 1 , JACK STUDS t °' (2) 1 3/4"x11 1!4" LVL PLASTER WALL ■-3 1J LSL �1 '� - HEADER FINISH -�- ��. GENERAL 3. ` OFFICE 1 3/4" 1 3/4"-� DINING q �~ `;.... 1 3/4".. ............ .. ... ..... .............. ...... ....... ..... ... .......................... ....... ..... ...... ............ NOTES & i I ROOM 2-10 314 _9" 2-10 3/4'� l PLATE ON FIRST FLOOR KEY PLAN SECOND FLOOR DINING ROOM 4x CENTERLINE OF \\ RO ` IRO RID \ SUBFLOOR EXG DOOR OPENING BETWEEN EXG EXG EXG \ ON FOUNDATION WALL EXG WINDOWS ` \ w NORTH ' �S 5 FOUNDATION -..._____:' WINDOW V.I.F. WINDOW JACK STUDS WINDOW DINING ROOM WINDOW �— H6 WALL BELOW+!- OPENING+t OPENING +r' 1 3/4"LSL OPENING+/- PARTIAL VIVALL FRAMING OPENING+/ STUD TO PLATE SCALE: As indicated i, DINING ROOM PLAN ELEVATION AT KING STUDS _._.__ -_..._.........._ _ __._......................_._._.....______.__.................._-_..,...-......_-..____._. PROJECT NUMBER- P. 16177 � DATE: I SNOV2016 DINING ROOM of NE __--- 1/4° = 1 1-01' .�P� �g Cll,RTjs j'0 DRAWN BY. RLB f' E �- CHECKED BY: CCB ,€ 08368� �fFSSIONP�� S100 1 1/4"CS 18 STRAP ACROSS 2x6 DORMER RAFTERS 1 1/4"CS 18 STRAP EXG STUDS TWIST STRAP PLASTER EXG/NEW RAFTER,TYP. AT 16"oc TOP PLATE ONTO NOT SHOWN HEADER/CRIPPLE STUDS CEILING LINE Consulting Engineers, P.C. ICL DIRECTLY TO FRAMING f JACK STUD, 1 FT.,TYP. CL CRIPPLE STUDS/PLATE 10 NAILS EACH STRAP MATCH SLOPE OF EXISTING EACH END OF LVL TYP. pi 1 1/2"xlOd UPPER ROOF RAFTERS EXTERIOR SIDE DOUBLE TOP PLATE 130 ELM STREET PLASTER EXTEND EXISTING AS LINE REQUIRED POST OFFICE BOX 802 TO MATCH EXISTING V.I.F. C)LD SAY BRC)(DK ROOF SHEATHING DECK BOARDS 41.................................... 2xG RAFTERS .................................. 2x6 CEILING JO CLIP ...................... CLIP RAFTER 2x6 RAFTERS STRAP 2x6 DORMER RAFTERS CONNECTICUT 06475 PHONE: 860 388 1224 AT 16"oc AT 16"oc FAX 860 388 4613 AT 16"ac TO HEADER,TYP. IF-11 '< ... - F CLIP (2)2x6 MATCH SLOPE OF EXISTING GNCBENGINEERS.COM HEADER+BLOCKING UPPER ROOF RAFTERS /4"x 7 1/4"LVL(2) 131 3: 0 0 co I I HEADER ROOF SHEATHING DECK BOARDS cc MATCH EXG ROOF EAVE& 0 TO MATCH EXISTING cq'��Cl c\1 --4— cr) WINDOW DETAIL cc < EXISTING 0 EXISTING co .......... T 0 LVL CC SINGLE WINDOW (2)2x4 PLATE SINGLE WINDOW 2x4 AT 16"oc — -1 1 r TWIST cc MIRROR EXISTING SINGLE ................ co MIRROR EXISTING SINGLE DORMER t il DORI'AFR KNEEWALL STIR, Z-O" API WINDOW DORMER ON THIS SIDE WINDOW DORMER ON THIS SIDE c' i ...................................................................................... BEYOND DORMER . �1- "�t 1 TO FLOOR WITH DOUBLE WINDOW DORMER OFFSET IN PLAN OPENINGco co ---------------............................ ............................................................................. ........... cli CIA cli ......................................................................----.................................. 7fq 10 CENTER NEW SINGLE WINDOW DORMER BOLT HOLES 9/16"DIA. MAX. CLIP STUD TO ON CENTER OF PAIR OF WINDOWS BELOW MIN. END DISTANCE 6". FLOOR JOISTl V.I.F. TYP. 2x4 AT 16"oc V-7" CRIPPLE STUDS .................................................................................................................. .....................................................L EXG NEW DOUBLE WINDOW EXG 7'-11 1/4" 3-- ,3' NEW SINGLE WINDOW MULTI MEMBER LVL CONNECTION SINGLE WINDOW DORMER SINGLE WINDOW DORMER 11 No. DESCRIPTION E DORMIER MATCH EXG DETAILS DORMER RO MATCH EXG 2-2x4 2-2x4 JACK KING ISSUED DRAWINGS STUDS STUDS NOTES: 5#-2 4'-9 1/4" 23/8 PLASTER --, RO DOWN) (2x4 RIPPED FINISH !—----------------- ---------- ................. 2x4 AT 16' oc F DRESSING ROOM-PASSAGE SECTION OFFICE-ELEVATION-END WALL KNEE WALL x Uj 3: E0 Ea WOOD SHINGLE LINE 3/4"SHEATHING 2x6 RAFTERS PER SECTION ....................... ----------- 2x4 WINDOW (2)2x6 .......... SASH HEADER DOUBLE WINDOW DORMER PLAN II MARNIE'S DRESSING ROOM PASSAGE EXISTING SINGLE EXISTING SINGLE � DORMER PLAN WINDOW j � WINDOW 3 j DORMER DORMER ...... .... ...... . ....... ..... .... .... ...... .............. ....... ...... ........ ...... L X + CL' 17-7 7/18" ---------- PLASTER WALL .......... ....... . .. ....... ......... . ............. ........... 6 FINISH E L N PLASTER WALL RESIDENCE PLASTER 2 3/8" 2'-2 1/4" 2 3/8" (2x4 RIPPED FIN SH ----f !Lj FINISH I RO DOWN) Lj 0 w (2)1 3/4"x 7 1/4"LVL 0 ALIGN CENTERLINE OF GAMBREL nOOF cr SEE DRESSING ROOM/ NEW DOUBLE WINDOW SLOPE CHANGE HALL SEE OFFICE HIEADER WOOD SHINGLE LINE PASSAGE I DORMER WITH EXG ELEVATION 0 FISHER'S ISLAND, NY �7 SECTION OF END WALL ...... 3/4"SHEATHING MATCH EXISTING (2)2x4 JACK STUDS 2x4 DORMER DEPTH,X ...... ------- EACH END OF 1 2x6 ROOF RAFTERS 0 —v MEADER w WINDOW (2)2x4 HEADER PER ELEVATION/SECTION SASH FLAT _ . _ __ ._ _ _.. _. _ __ _. _. _ ___ __ _ _ __ _-__ _ _ -_MATCH, CONSTRUCTION '£ I EXG SINGLE WINDOW DORMER PLAN (MATCH EXISTING) PHASE - (-��ARNIE'S OFFICE DORMER PLAN X ' 2 11;; -011 2 3 S1 ............... .................. MARNIE'S I -F di S1.1 { i : OFFICE & --- - - - - - - - - - - DRESSING -............ ...... MIRROR EXISTING SINGLE WINDOW DORMER ON THIS SIDE ROOM PASSAGE DRESSING ROOM-PASSAGE-PLAN OIFFICE-PLAN OFFSET IN PLAN CENTER NEW SINGLE WINDOW DORMER ON CENTER OF PAIR OF WINDOWS BELOW SCALE- As indicated V.I.F. ................................... PROJECT NUMBER: P: 16177 OF NjF DATE: 18NOV2016 DRAWN BY: RLB MARNIE'S OFFICE & DRESSING CHECKED BY: CC B ROOM/PASSAGE 0 8S S10%