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HomeMy WebLinkAbout40926-Z 11FFQ(q'CpG�� Town of Southold 9/18/2018 o - P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39908 Date: 9/18/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2165 Reydon Dr, Southold SCTM#: 473889 Sec/Block/Lot: 80.-2-24.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/4/2016 pursuant to which Building Permit No. 40926 dated 8/19/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING A COVERED FRONT PORCH TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Cashwell,Michael B of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40926 06-28-2017 PLUMBERS CERTIFICATION DATED 10-25-2017 F nk Marcotr. iano A 19 u o ' ed Signature TOWN OF SOUTHOLD �gUFFO�,�c BUILDING DEPARTMENT y = ' TOWN CLERK'S OFFICE o . 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#: 40926 Date: 8/19/2016 Permission is hereby granted to: Cashwell, Michael B 2 Gold St Apt PA02 New York, NY 10038 To: construct additions and alterations to,existing single-family dwelling as applied for. At premises located at: 2165 Reydon Dr, Southold SCTM # 473889 Sec/Block/Lot# 80.-2-24.1 Pursuant to application dated 8/4/2016 and approved by the Building Inspector. To expire on 2/18/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $492.80 CO -ADDITION TO DWELLING $50.00 Total: $542.80 Bui spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. l/v New Construction: Old or Pre-existing Building: (check one) Location of Property: 2,(d( � &e_(4 A ch 0r•i t,',P House No. �j, Street Hamlet Owner or Owners of Property: W I l C�al CL- of�j Suffolk County Tax Map No 1000, Section O Block e Lot - Subdivision rm h arS' on:< Filed Map. � Lot: Permit No. '? yl�')'(v Date of Permit. Applicant: A& .f ne 34 i A Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ J : A Applicant Signature OF SO(/P�,OI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • �Q roger.rich ertO-town.southold.ny.us Southold,NY 11971-0959 oly100UMN,� BUII.DING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Cashwell Address: 2165 Reydon Drive city,Southold st: New York zip: 11971 Building Permit#: 40926 Section. 80 Block: 2 Lot: 24.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Bridge Electric License No: 49393-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 36 Ceding Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 3 Smoke Detectors 3 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 37 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 34 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 4- Paddle Fans, 1- Range Hood, 3- Exhaust Fans, 2- Combination Smoke/CO Detectors, 9- ARC Fault Circuit Breakers. Notes: *Service By Others Inspector Signature: Date: June 28, 2017 0-Cert Electrical Compliance Form As SO Town Hall Annex S193 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA- P.O.Box 1179 A Southold,NY 11971-0959 VIE r Fp- ,1%�V7 BUILDING DEPARTMENT TOWN OF SOUTHOLD SEP 1 4 2018 BEP 1 4 2018 RUM-T)MC DE-WE CERTIFICATION Date: ` o� � l ��f Building Permit No., ,rvL (�A I. �Y— Owner: (Please print) Plumber: 0MC4TfZ � ,f-,rAN0 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1.% lead. (Plumbers Signature) Sworn to before me this day of OGS 20 Notary Public, County SALVATORE RUBINO Nota Public,State of New York Notary RU5042946 Qualified in Suffolk County Commission Expires May 11, ;kOlf OSOF SO(/jy �o� Olo 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 do [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) / REMARKS: i S W " ry kfor -�� A.✓ ��l/ 1 � Q iv) Q(ly . ' UrU4y, mv h o w A vI 1 o 1 LS v� . S h- P"hIns"�6k l Agdpim DATE INSPECTOR D� Of SOUlhO cOUNIY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION /FOUNDATION DATION 1ST [ ] ROUGH PLEIG. 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT P NETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL) REMARKS: DwlmQe-4,vLkL DATE INSPECTOR `� OE SOUL � y �o� olo o�'�OOUNIY,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ��coUNDATION 2ND [ ] INSULATION 2RAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f"I � �+Vvlw www o� DATE I INSPECTOR . SOUry� N O fly UIVi'1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY IN PECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTAN ENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC L (FINAL) Rrn ARKS: 9 - �L 6 © n�1rP� :&. tom:a� 0 O.K DATE INSPECTOR OE SOUTyolo couH►v,��' 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: DATE INSPECTOR�i + SO40q Ulyolo Ol�Q nl'," TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE I INSPECTOR Gam-' N OQ cOUNT`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [Vf FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK • l p hA4;ow/ b [ on 41 1S. Do r twson DATE y INSPECTOR SOUIyo coulm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING / STRAPPING [ FINAL gat.- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Q v Co ��✓d3 ok-V1Oror o� 0K. %J DATE DLw r4- INSPECTOR Anne Surchin Architect August 15, 2016 Re: Cashwell Residence Renovation/Addition 2165 Reydon Drive, Southold, NY 11971 Tax map: District 1000, Section 80, Block2, and Lot 24.1 To: Southold Town Building Department As the architect for the Cashwell residence project, I filled a FOIL request with the Suffolk County Health Department to see if the existing system had been documented. Their office has no records for this property. At this juncture, Will Parks of Coastline Cesspool & Drain was called in to inspect the system. After inserting a camera line through the'cleanout to the waste line he was able to discern that the line was in excellent condition and the system was adequately sized'for the proposed project. He also stated that the system was fully functioning, operational and well maintained.' Aq 01 OF Respectfully submitted, Anne Surchin, R.A. Anne Surchin Architect D OCT 1 2 2016 October 12, 2016 Southold Town Building Department BUILDING DEPT.TOWNOFSOUTHOLD Southold Town Annex Southold, NY 11971 To the Building Department: Re: Cashwell Resdence Renovation/Addition This letter is to certify my field observation of the interior footings and new poured concrete foundation walls at 2165 Reydon Drive; Southold at the Cashwell residence. The foundation/stem walls and interior footings are in accordance with and conform substantially to the code requirements set forth in the 2010 Residential Code of New York State. Sincerely, a,., J.A...� j t .A , Anne Surchin, R.A. 01 �® E� P.O. Box 1201 • • • - 866.370.3806 �P Anne Surchin Architect December 14, 2016 Southold Town Building Department Southold Town Annex Southold, NY 11971 To the Building Department: Re: Cashwell Resdence Renovation/Addition This letter is to certify my field observation of the framing and strapping of the walls, roof, foundation and critical load path at 2165 Reydon Drive, Southold at the Cashwell residence. Based on visible conditions, this work is in accordance with and conforms substantially to the code requirements, as filed, under the 2010 Residential Code of New York State. Sincerely, Anne Surchin, R.A. D IECTa'V[E �� DEC 1 4 2016 �� ®1, 4�O + UMDING DEPT- TOWN OF SOUr]JOLD P.O. Box 1201 • • • 866-370.3806 60� 'Jog a � Anne Surchin Architect .D February 21, 2017 FEB 2 1 2017 Southold Town Building Department BUILDING DE". Southold Town Annex TOWN OF SOIJTBOLD Southold, NY 11971 To the Building Department: Re: Cashwell Residence Renovation/Addition This letter is to certify my field observation of the insulation of the walls, roof, floor plenum, and window and door jambs at 2165 Reydon Drive, Southold at the Cashwell residence. Based on visible conditions, this work is in accordance with and conforms substantially to the code requirements, as filed, under the 2010 Residential Code of New York State. Sincerely, Anne Surchin, R.A. V'� -'1 -� Of 05 ypQ� Box • • i 80 1 1 1 • ' • COMMENTS 1 FOUNDATION(IST) u' INSULATION----------------------- ROUGH FRAMING& Mal PLUMBING ww" 1J STATE ENERGY • 1 G1i11f�iIl `���:�. ' L, 014 • %ME"AOr � � lam' _�. I IADDIT!,ONAL COMMENTS - f WarX53 0%M15 NOW i v ¢ ` , r9 W1. h 1 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 �j Survey South oldTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 200 Single&Separate Storm-Water Assessment Form ti Contact: Approved 20_W Mail to: h"4 5 L)C, Disapproved a/c ,.-. Phone: Expiration ,20 C Bu ing I pector DPPLICATION FOR BUILDING PERMIT AUG — 3 2016 Date , 20_� INSTRUCTIONS BU LDINGDEM alrQMWIMBUIDGM 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. "2 f—- _&4Ae�2 (Signature of applicant or name, if a corporation) au Lo MaiIi g address-of applicant) State whether applicant is owner, lessee, agent, architec engineer, general contractor, electrician, plumber or builder Name of owner of premises (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 N6.""' Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: _ House Number Streit Hamlet County Tax Map No. 1000 Section go 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 ,nom, 4A 4�c b. Intended use and occupancy nPs 3. Nature of work (check which applicable): New Building Addition ✓ Alteration V Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Stc' Soe-u,'yRear^5tz sort�e Depth 5j Height Number of Stories I Dimensions of same structure with alterations or additions: Front Depth Height Number o �S1Aoie ` ' (QDimensions of entire new construction: Front St?,•e, 1a- Rear Depth — Height Number of Storie 9. Size of lot: Front Rear Depth 7yv% .-fv; 1;7 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. 'Yill lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. / 15 wetla d? *YES NO t0. Is this property within 100 feet of a tidal wetland or a freshwater n YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the No.01BU6185050 (Contractor, Agent, Corporate Officer, etc.) ua n n ry Commission Expires April 14,2Q_o of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi Cd day of — 201_6_ Notary Public Signature of Applicant IS rr - Scott A. Russell p N[A\NA\(G]EMIENT SUPERVISOR � �, � t� `I -{ SOUTHOLDTOWN HALL-P.O.Box 1179 C) 53095 Main Road-SOUTHOLD,NEW YORK 11971 �yr��' Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET[` ( TO BE COMPLETED BY THE APPLICANT ) ---- - - - - -- - - -- - --- - -- -- DOES THIS THIS lPROJ1ECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑� A_ Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface_ ❑M B. Excavation or f illing involving more than 200 cubic yards of material r within any parcel or any contiguous area. 0[d 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 floodplain as depicted =en==1 '141"� a-p=ef-any_,wat-erc _ .. . 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 M 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. -- - - - - S-C_T.M. ": 1000 Date- APPLICANT. atmAPPLICANT: (Property rOwner,Design Pr'otfess[onal Agent. ontractor,Other) �Jo District `mo /�w NAME Section Bl1ock ANI�� ✓���[IN . LLot +� A 0% {'C BL(iLDJINN(� DEP RT IGNT USE 01N ; Contac[Inforrtu[iorL y db-7'1 Reviewed B - - - - - - - - - - - - - - - - - — Date. �. � Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — G r Approved for processing Building Permit. ,2165 pm)OW DEZIV� IN Stormwater Management Control Plan Not Required sPOOTHow 01 NY IM71 i j Stormwater Management Control Plan i�Required- L—I (Forward to Engineering Department for Review.) FORM ' SMCP -TOS MAY 2014 of satryo` o Town Hall Annex 7 ( 54375 Main Road Telephone(631)765-1802 g p2, - P.O.Box 1179 J Q roQer.richert(a 'o`wn soUthOltl nV liS Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY.- Date: Company Name: Name- License No.: _ OLa Address: P r Ani Phone No.: p . CQ31 '�Sb �c7 G l — S (o S i JOBSITE INFORMATION: (*Indicates required information) r *Name: I *Address: i *Cross Street: `Phone No.: S— i Permit No.: Tax Map District: 1000 Section: y Block: G Lot: t *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ! (Please Circle Al!That Apply) *Is job ready for i ectian: YE / NO ough I Final *Do-you need e ertificate: NO TAelnformation eededSize: 1 P se 3Phase 100 150 2 d 300 350 400 Other *New Service: a-tonne ridergroun Number of Mete Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION �k"\ 0 1A, B2=Request for inspection Form I"Y-Lzz_ FfO[K�� Town Hall Annex �� G¢�� Telephone(631-1802 54375 Main Road ? rc Fax(631) 734-9502 P. O- Box 1179 CD Southold, NY 11971-0959 1 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ) r Owner: !fit�`�- �k 11 ap- i/� � C�lj,4_ � 11 Location of Property: 2-1 Please take notice that the (check applicable line): New residential structure Addition to existing residential sfructure < ,i Rehabilitation to an existing residential structure to be constructed or.performed at the.subject property reference above will utilize f (check applicable line): F Truss type construction (TT) Pre-engineered wood construction (PW) - : Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) '1 Floor and roof framing (FR) Y Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1!112015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC -PANTONE--- DESIGN-AT1ON-OF CONSTRUCTiOiv (PMS) 9187 _ _TYPE BASED-ON SECTION 662 OF ? THE BUILDING CODE OF NEW YORK STATE j I 2" MIN. REFLECTIVE WHITE 4 112" STROKE .—._.. --------------- -•- •-• �'DEStGN7a't'fON�FOftS'i ftEJG'i`ttRAt'- ` .- -•--._��:_:_____.-•_-------•----�_."�__--- -----• COMPONENTS THAT'ARE OF ( TRUSS CONSTRUCTION "F" FLOOR FRAMING,AN.CLUDING GIRDERStAND BEAMS' • - "R" ROOF FRAMING "FR" FLOOR AND ROOF FRANII66 TRUSS IDENTIFICATION SIGN COMPLIANCE WITH 19 W.CRR PART 12654 e- wrMScrLE CODES dIViSlElhl EXN -E TRUSS IDENTIF GknON SIGN QATE93(0&(2005 NEW YORK STATE DEPARTMENT OF STATE - -- '�'' DIVISION OF CODE ENFORCEMENT 0EF,k2Tk(E:N-r-a1F AND ADMINISTRATION ; txF� �o��pF SO!/P�,OI Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 October 20, 2017 UNTY, rv'�O BUILDING DEPARTMENT 0 TOWN OF SOUTHOLD MCash Properties 1 Columbus PI, Unit S5E New York, NY 10019 Re: 2165 Reydon Dr, Southold 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 Certificate. (AII permits involving plumbing after 4/1/84) Trustees 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 — 40926 —Addition/Alterations Westsh. thi - • re c, -ve �o, � 2 Monument A,n � o f Jr j •�• Zg'SI � NCA Savo" ; Or Wi e/ I '� �• • Fe n ° I W x 091 JauJJ .�•Wlr" I66 � a= N �0—xe ' a 1 � SAO. \ �� Loose -and • • 111, f 6/ V 11) o t o Stone D % O o • ` _IN- V t c� way _ Monument Z •�e `� � \ / � Driveway - .' 3 \ / � I ------------ r r• - rK-_o.SS 7 2.01E I Pavers Ston + Block Cub 1 6.5-S I 20.5' �/ 1 e1 5.1'E •I 1 Story # 3o c �� 17.6 c U d ge/Shed I • ° CIDWall 1 O �, # Frame 71 B- __ t2.+ ,one' 3.1' \\� b —A. I Pool 13 � cNir C• •+ Equipment o o M 1�'.n O +�+ ^\ - Ar I 3 P a v e r s v, w }, `7.5 \ �j// 0 A — .Prat "'CA c vi % N ------ ----- 1 o = •q 74.2' +, + �' ; 64.0# ; O M I In Ground Pool w _ 2.1• ^ //% i in 0 I a 18: ���.� t0.1 ^ 20.8' 1 �. 0 �.d 1;b Air � 1 O • N � i N Cond - N Monument O I 0.61E Post h Rall & Wire Fence I w r 1.4'N N 69021 '0011 W 252.30' Map of Reydon Shores 19) ` Filed July 2, 1931 File No. 631 MEASUREMENT IN U.S.STANDARD Lots 6, 7 & 8 Block "E" DATE TITLE No. DT15-1423 TAX DESIGNATION: DISTRICT 1000 SECTION 80 BLOCK 2 LOT(S) 24.1 Homestead Land Surveying P.C. 4-29-2015 ;' ?IE Fra, CERTIFIED TO; , THE DIMENSIONS SHOWN HEREON,FROM THE STRUCTURES TO THE PROPERTY LINE,ARE FORAM Phone:516-729=6297 3000 Hempstead'Tpke.,Suite 315 SPECIFIC PURPOSE ONLY. THEY ARE NOT INTENDED TO BE USED FOR THE ERECTION OF FENCES, ,. �' ' ' B- 0 Fax:516-520-0850 Levittown, Westcor Land Title Insurance Company STRUCTURES OR ANY OTHER INIPROVEMENT. A, i �t - !)' ,.� NY 11756 P Y ' Y.a y Southold : t^ EMAIL:HO EADPB@GMAIL.COM THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN,ARE NOT GUARANTEED Downstate Title A Inc. Agency, -a��- g �� CERTIFICATIONS INDICATED HEREON SHALL d'="4j1X 4$ Suffolk COPIES OF THIS SURVEY UNAUTHORIZED RUN ONLY TO THE PERSON FOR WHOM THE ALTERATION OR ADDITION U. ' gs rn 3 , COUNTY NOT BEARING THE LAND TO A SURVEY MAP BEARING A SURVEY IS PREPARED,AND ON HIS BEHALF TO }�' �4- THE TITLE COMPANY GOVERNMENTAL AGENCY f f SURVEYOR'S EMBOSSED LICENSED LAND SURVEYOR'S ;T. 7 0. ; OB NO. SEAL SHALL NOT BE SEAL IS A VIOLATION OF AND LENDING INSTITUTION LISTED HEREON, t J CONSIDERED TO BEA AND TO THE ASSIGNEES OF THE LENDING i<�'a ;l 06 VALID TRUE COPY. SECTION 7209,SUBDIVISION 21 I INSTITUTION.CERTIFICATIONS ARE NOT +�,fig, • '. 15-7295 OF THE NEW YORK STATE Rp,NSFERABLE TO ADDITIONAL INSTITUTIONS �.► = Paul Bolton L.S. John E. Cashwell,Jr. EDUCATION LAW. OR SUBSEQUENT OWNERS. a N.Y.S.L.S.License No.050778 i crNY1ZAL NC)TPS y _ - y Crrishwell Residence Renovation/Addition - Code Anal sis + It I +( 1. Prior to suhmiltin}; a Proposal, t;iddrrs shall visit t11r site And carefully examine Ihr existing pri'mi,e, 120 Ni.I'.}1. 1ti7iild Zone within the Wind-Borne I �L- q ± i -J �' - ,tn(l short, to tie altered and demolished, and ?shat) familiarize thent;elvc, with existint conditions and Ihr v----- - - r - --J y . y y -- -__-.- -_ ,� GALLE© Debris Region - I Iescl true Des n,1tnrr and scO,e of the work and diffiiullirs that attend its 0xerution. Submission of a Propos,1l trill hr Prescriptive IP Igo t e,1 ,V✓ A.l'% . 1 f✓i I I �?< i NJRTH ( I:efcrence Standards for 720 m. h.wind zone design: l -64; TO r - �> - -') ion,lrurd as evidenm that snclt an C\All?lllat1l1I1 ha, been nlAdr, and I,,Ier claims for taper, material, u1. r ��Ur X .•fi ✓ ------/_ 9X4 M'/\ t ;rt�TC:h V':77I7 ;tYT A7 TAG111'.r? Tri EMF,f,P - --- I / -- -- ---- --- TSD 51rn! oil equipment required, or for diffirullies en<rnutterrd, which Could have been foreseen h,td such an -- - t F T� F p UIIrH Z-/N'cX c GY\Trn1C: CNP frGtZ 'L� ' examinalion been made,will not he reiognizrti. American Forest and Paper Association (AfF�t'A), Wood Frame r , >T/�l CI" !�,i 17,A✓r= Construction Manual - i t�— -'� 4pt( 1! .Ji ;.•''-- -- - - - - - -- - - -iE> g"d'• Y.�' 4" *✓r.Gt' SC»10TtaP�[; Fd hM,l�Ii i?( !~u�l 1.r < I'he properly will he used at tine's during the retire period Of rolt,trurtion Th.' C'r nlr.0 for trill Fantily_Dtvcllinggs-latest edition • (11 FC111) for One and Twct- KF1zC'VF pT. -• �L EF Jr.�Tl';`'.,! t�J;'t !c\ L - _ - _ - _ -1 r I ,- r cooperate'with the Owner to minimize conflict, protect persons, swimming fill(,!, f,c,ol terrace and accessory c 2 i?Y F M��, - co. �/J'\ ' %F:Uu ,.•`� �x�a�°\/- G� ; I)IIildi11 s American Society of Civil Engineers,I\linimum Des' V,1.-,!.11 G< t y.l:, i !�r,,' .'" E . Ihr C'onlrailor shall a5 umr full rrs,on5ihili( for the �rolrrfiun anal sA(el er,in" ,f , J Igo Load~ for Tluildings-and other Stntctures f; I �' 1.r L1,1', I 1 I I t I todurts <,nd (ASCE7-98)H/-,IIF f Ot!tl; {V(, i 111 c:''r�, ~+Ap l t'! 1 ft... )!�• - L,•� r,� . ..---..-..___-- _-�ra�r� /� ��>( , AX..: ;.; ;\n-f r Y / tier I to he used for this cctnslructiorl contract while stetted on lhr 1'1.ojril premises. - - 0quipr p.EZ�F.'�lf:� ( �NK.`J•_1r,H. I! ', c / �r.C?t= fF;;i- 9 �) ;�I �,�I��J / Nr,v/ NA.+,c t(%'.;sJri l�/. Ip F'/.J%l,Y 4. 'the t ontracfor shall he familiar wi+h and responsible for adherrnie to governing rel;ul,tfionti of Structural , aut11nrilie.havin' 'urisdictiOrl. t cal Desrg,n Loads: : (IST 4,11 I;_, htF-74L Vc,U'i E+.pGK, .. All co:'.structi�,n shall conform to the Building;Code of New York St,ilr 0ffective August 2010. ( Ic sc } n e d(. } to COLIO) Roof ilFloor eal load - ------�Y- /- - -_�- I ( -4 -- _--- --- .-- -__ _ .. __-- -- - -/ 0. All construction shall conform to the Energy Conservation Construction Code of New Pori.State, hatted 1. } f 1.i ,(' 'si;n t � e 40 psf 5 1s IloOr'cleid load -slat on grade =t\z I upon the iCC inlernational (.'Ode, a; published by the lnlrrnatiunal ('OnfOrencr of i tlildint; Official,, t t I - - - - - _ effective December 28,2010. Exposure: Ground snow IMd 45 l,sf _ ' : % r, - _M\ _.. • GALV p,}lG4aOf�T{E✓C I "o.G. C• ,. � �,l` I I 2 0 ------- _--- ' g � ---- --._ - � �� I � � � 7. 1110 Conlrailor r, to provrdr and nlaintaul c0rt,lant control of dust, debris and lead containment (01. ScrsmicT.onc: ' .._ i J- __..--- ---------- ---- - ,�-- � ' AT Vt✓� .+ IGA� JU,�I,.,Tl�ic> WNL lVealherin I3 / [% `c. I�. .} /` t- r -- ------- -,y `q �, f�. rrnOvaUOn, repair and painting durint; all operalion,, including t11r provision of temporary inferior and g: - I �: fid, ( I :%'h K . l Gt" st q T - G, N1:VJ X1G Severe .ST(Pl> 1=UU1.1D/�(IDtJ exterior protection h,1rriers 10 safetgnard building Occupanl,, pedestrian~, adj'wenl automobile packing, Ground Snow Load: r' I `"V ' Z" �G. T et PF' • , C r, r ! P3� 1-�([, r;v I r - ! - - - - huilding re iii ,1110111,and existing and nett'appliances. 20 I t, rt• -- W1�LL rtiE�T. g I f �' � I Frost Depth: 3(,„ d - f,. The Contractor shall keep the construction site, as clean a; pO,sible and rOntOV0 demolition .ted , I I r�lrk. 1.c M'i. lY✓TNYL�N� ..�' ; iYr; Vi".P7, FA,�f",;r!:W1."' EXIT Termite: ion,IrucliOn debris from the site at the end Of each d,1 ' .Ind le'all diose Of it. Constilt wilt owner for M-1 i -. �' I ;.r I � _--_ VAt✓'J' Cif K r;{FG-. C7vti;f� t�,�1f73 y. o� `�-'.1.l✓. _J<Jir1T? Gx=-lj{G, \�.�;. , i _ ) r> ) I It- -- - - - - — - - - - - - -- ---------- - --- ---.. .i- --- P,! Nf E?C15TIU� G.M,tJ. FOfJ!1t7A- Iocotionofdump,ler. Decay: S-'\1 } _-- ;a�f ✓ i G `'USG ( (✓I U'iT Oft><i;PF lc� Ajl� -t 9. the Contractor shall restore to satisi.tilor ' condition all eery and existing construcfiOn wort an,i oilier Design Temperature: t,',•r•� C i €, •M, ._ ' lt�Y IN, I �---, ! g" ! TION WA1.t.c� � �DO'flr.la✓ ) g, P' ' l 1 intf,rot•,•mrnts that are(1,1111,1};ed as a result Of conlratt operations. I,- Shield Underla ymenl' S Yes _� P• (-� PYA:'✓ Nr I!1. rrr,2IN� WITH NEW C61STML T:►s1. W. DO trot scal0 Ihr dratvin s;trri((rn dintc'n,ion;sir,resole strafed dimensions. A-!-•� v r-`!- -rye r------ - _� - 7 P��',1�,�,E g ,�,. �� ' ---__ + - - - - -t- - - d1 , i t t ,H \/�� �,�• iti. 1 Com:; - �.--- ---_---- -� 14. The Crntiraclor shall verify dimensions On tilenaun drawings, u• sre ,ent; at the rile, and hs Ile reponsibly ------- _ R!✓MOVi✓ �XIc�T FURt.IpGG for their corrrc trios~. No extra iharl;es Or compensation will he allowed On account of differences betweon �: 1,1D c -p �iF,�� 4 t3" 4 I actual field dimension" and those indicated on the drawings. An 'differences found shall he reported to the I. c%W�wrL ��. Y _� It�T w✓``MF� - H5ATEI_, ) #UTTAr. -1 zAl \A!• ci VT II, GG7t� C• 4"lLL• I 1 Archilect at once', in sufficient time for the Archilect's wnsid0rati0n and direction before the COntracl0r -Square . �._ LF71Dlt•.1�� r�/t� �l Il i rOceods tt'i(h the trork im'olvc'd. Footage of Additions 11 an di,crr parte or conflict should a„ear in file drawings, lhr ore prOrrrchnl' ---------/- y )' I � )' I I Confrarl0r shall, 1 cf - - ----- - --- j ( -. wilt the well, in question, not ify the Architect and request an interpretation. In 110 ease shall Ih0 C'untratlur ------- prOceed With the affected work until advised h)' file Ardlilc'c t. Miv first floor enclosed areas x1._. •, - ( _2 ! additionalsec263 S.F.1 . Ur110,sspecifically ,illc "c " a . ? I I 7 LVL�> - r �_ __ 1 ! l_� s, _, 1•I. 'I he"'Ord "provide'•1110,111~to supply and install. het additional enclosed floor arca------- -------- SR S.F, --321 S.F. „ ,r 0 I e __ _-_ -- > ', fy t. 15. the COntrail0r shall provide and he rrsponsiblr for any anti all safeguard; mquirrd by ant' late, - ` °NAV✓n i ordinance, permit, insurance requirements, and Architoct's adnu,ni11011,or that condition,anal contingencies 1\,tty covered porch NG.�N Q X'J'G L_'vf II_T-,+-' 9, 'EIN ;-� I a require at 1110 project site, inclndin);,hug not limited to, pro(yili0n of 0penint;,trot in wall;and floor,, for 111r I 197 S.F. Ll -�_ Ir r� 4 G� r pO,itivo prevention of accident to the public, o1• to the worl.nten, or Llama);e or injury fo l,tihlic Or pri%'ale i 1212 ,7! EA. I f f properly. RF MJF 16. 'file General Cuntrailur and Suhionttarturs shall he lii0n,ed and in,urrd, as rrq,+irrd h) authurilie; - - \1 1- jurisdiction, I erform file work of IN,f roject. �\ l4 '� O.G. �AGH WAY. X '- ,� � barging; IO , 17. "Ihr liuildint; C'on,IrttcliOn IVOrk 1'rrmit it'lll hr p,,id f,,1. ht lho Owner and will be obtained by the 1 t ^ .` t';1. �� Owner's Ropresenlative. All Other permit, required by authorrti,, Navin); lurisdicliun, suite a, permits Inc I c1 1 specific trades, are to he filed for, paid for, and Obt,1inod 11 1110 COntrarlot'. Scheduling and Ot)[Jinill" -}-1 4 t z u, t1�=W �r:,.l1MN, r - ` - - s,I r -'--a -t , ) �- _ t �q- Ktr;� VJ ( 1 I K��� ;'x '''c.z, P4'VV! NCV✓ 2x/ay FLS F,I.er Conservation COI1 --- ---- - required in;peition; front authorities hating jurisdiction i; the re,pon,ihilrty Of the COntrailor. The ]Energy Construction Code of New 0 - 01 c�t - t) x.i ('Ontrarl0r shall fill, for, ,t for, and Obtain (hit C0rlifirAle of C�riupanr)' from the 10x,,1 I;liildinl; Building Therma Envelope Colli %.o-,z,T,' A1 i$•I t1t'E I ) :l - - l"� l Irlmen rescri � W � State 201 l(] •1} ! 1�LU'`59 5!/1 )(�/�'' f" ,' ��I l � —7- _ 1'-r7i1 Ge i', Tc y I �' , 1. } } limce, P live cls per 0 } Section 4 2 1t;. 7hr Contractor shall supervise and direct the dt'molition and construction Work, rising his hest ,kill Sl; - a 1 ffolk Count Climate Zone 4 b -- --� ant attention. The COnlractor is solely responsible for all demolition and construction mean,, mrl11ud,, rt c 7 V �X.(GfT =;�"�F Irchnique;, srgtirnces and prOredures, and for roortiinalin all portion,Of the demolition and cun,lruction Tattle 402.1.1 - Insulation and fenestration IegtIIi'etilentS b Cot11 nlilellt AFT1:K F!� '/'v1N<? 5f1F'f'K1',7U 3X'X te I;, I �:-, r I, 11'orl tinder the Contract. Salm) prot'i,iOns of aphl,cahle Federal ((�Sif,A), ITA, State, f.Oial Laws, y P ,(1✓t- f 1 I _ C'onslrnctiOn Codes, and sound construction I ractice shall he observed and maintained by 111r Conlrail0r al eOt�u�.,.l KF..�7 Required Provided x - ; - \ -'� -1tNl�/E t'CTIOl1 Of" a!I lime,. In the ct'ent of a disrrepaniy hrhrern the various standard;u(safely required, lhr most stringent ed t !lZ C'.f�f 7' 1.r �� / „ ,' ' 1 �! l „ 1 u' applicable in any given situ.Ilion. Cunlractur i; respOnsihle for accurate I cz, 1.11 9 ]> 2 V! /tJ (U +.Ih �l (' - - �i i !✓Xt�,T'It ICS t I �.. aN J C'. _ t ,rOt'ision shall 1 c c Ort;it reed to l - " +, n f, , ,,i, `' 9 + G.M.U. FOJFIG}Q4t7rl A9 iG fit of all mn,frurli0n inilndin u1t'nrr su glied materials. Fenestration U-Factor.30 � ) < 2 ✓1FF!, LA Lst Get Fa EX,_,, „ v x5 N WJ F. . C, g; II U-Factor.35 )\1ax _ + - 19. Aroll itort i,not res)Onsilhle for(1001.finishes c1lOsen b 1 others. I ''---pSC7Vl1;� r`!cV'1 ' •-'"'' '�, •„tt- l-' NSW G.l%t,U•FI�,f'l,1*U% � g r 1 ) Ceiling _(4. l inished radin•; to code around nett'con,lruction shall slope away front honor and blend info exisfin);. ), R-value-R-38 minimum R-38 c - y_ , �i^ LA ��Grl� + +_ _ �O ^I 21. Concrete shall be air0nlrained normal ttcighl r0nirrtr, hate a 2tt-day comprrs,itr strength Of :,tl(l;) + !-�rKET AT Tot' s �, 1 U �it1rUN Ur (%XI 1 WAI-1. W,/ I < -f�F,14cv., X(`✓T "'i' > �Tl•1Rt., y t' f� P.S.1, w/max.slump of 5", conforming to A.C.I.all(, latest addition. ��Qi1 R-13 minimum R-15 & R-21 GrJf'p�f2 GRM.(j� eN!�.I.b. 1-i �•. 1 t;(U-,r: dl'rlCr µl./ (3l 'I X-JC;" -�s �� 1 -- '". All dimen,ional Itimber to be i)0u1. 1'ir, slrnrUlral l;radi, No 2 Or fetter with the following ntinimtn,t _ x1100 r,tlion,;hb(fiber stress)= S25 psi, Iry (t•orlit'<II shear) 95 psi, I:(modulus of ela,tici(y)_= I•Goo,000l„i. Y'lool IZ-19 minimum R-30 -- - --L ; AVL rex 1 /�. aEN ` ' 7 1. t''�l h. r i T i rr�+ - UF All (lush framed conditions t0 be sertu'ely teco-etc. W N✓� 2 -- -- F�Xt a �U�,I"tom Ti? t''.N(�=r> ! +- = 9 2.4. 11001i111, & COO 11 IlOor rent panel;to nlalih flooring a;Ilu,h ttooden slat x'rnls Tt, TUESE GUL, r t !.' t 25. All interior trim,casings,etc., a, T}lC d per owner's directive. esign conforms substantially with code requirements and is in accordance xvi thUandR 2 ', (,. General rOntrarlor is responsible(0e,coordin.tlion fur all trade,. <ames set forth In the Energy Conservation Construction Code. _'7. Contractor to repair at hi,/her own cost any,u-ra damaged (site, bldg., utility)by conslrurtion. 2;i. Where new construction 1110els rxislin);,blond (Ito inter,ec IiOn so that no seam ol-join( i;vi,ihle. �t N� "). All produrls, materials,err., IO be insfallod a,per nlanrrf,1iturer's recommendation;. %/ r v�• M.I� xtxlg..c P,T r A +1fa~7 Masonry Wall Mortar Joint Reinforcing Notes �-7�- + ,� v'✓ t / MI�. w�L`;1;-11••1�!._,�t,l�-. ,; -� ----- -�- -- - --.. �crate;� �.�l��" -l-?`r'1-�'C,� P,r..i!-� Protection - ” 1 e r l� r l i- 1. of work: During erection, cover lop Of walls with lle.tt ' "',tter,roof Shemin > at the encs Of - r' , 'MOVE 4-(c' N"i - > t,/�L✓�: t Ff (t' rani �(l TAMfTh _0 i ''L 711K FU I".I( np�..1 XI ..'1,.., r•.- Tc? rf;,T/Ir,: Ip M fJ ciclt day's work. Cover},arlially completed structures where work is not in ,ro're,s g iii `� 7-ITLG A;'�Gl•, \t.t.lytlt;►;- W C 1 rJt= I g, EXr" tl\IC C'J`/�;r. ,I 1' FrJt� Nh�jF�t, :'1 PE'> T✓ (�;/J Ny`N f !G;SY lam' ,}�i i� 2. L�tcrid tettc1. i minimum Of down both sides and hold corer securely in place'. 2c.p TO C('t✓�T` tP t:a✓ A'1Y t:u^! .T FC, F? ?--- ;• ^ 'Y.l,� t 1 r Y_ 1;. FIIZ�T �Lvot�_ tM•✓L I�'!o>�i Lo.N FIS T F� >l'. Pj ` � [„I`•�f'f:'. -rTO; hl^1ts' .11.:!. FNP V'!%,i-r c; �. i , _. 3. Do not apply ttni(urm roof loading for it Ir,t,t 12 hours after huildinmasonry}; ,unry Willisll,or cn4unn2. P l ti. i ,,.Pts1 I11f 1 f 1ta,1., wr79 ft V! I F Gtfxl' Irl V�."ISI Garr' r; FLO✓�.. f����� EzOo� �N I t t I. Concrete �lasctnr\- Unit,: )\lanufacturer's S1,1111.1,11-1i unit,with nominal face dimension;of 8" .\ 10" EX{':%T Ki:_V\01 iC1 j f g f;" thickness. x tNALL � I��;K24 I �, PC, FY.: ' F' ( �JILDN'` 7 ci��T101�1/ T/, 1! S T11f.1;, lel,( G. C;�.- L * D I s' 5. All concrete block shall he hollow load-Itearint as defined by A.S.1'.Rt. C90. - / /----- - - - - - - - - -► �. EL FV -("!G"•,.'moi (t. EICll course of bloc(. (running bond)shall he solidl\' bedded in mortar with vertical joints hre.tking, - - - over the center cif(he course below. Units sit 11 be bonded at corner~and intersections 1)), an alternate to)x cn Mc.ATf�f.T �• I �%�� `I_ IV - - - - - - -- - -= --•� - -- - -= 1 IAphing;of traits, and be anchored to (Ire existing adjacent construction. No cells shall he left open in face WDOV PGr�I A' iA(,uFli I K: I surfaces. \ ces. TU F.t✓;1-,r'P: x. MGP LE>z �Zi! t' '.,? W. %L C��,LV G>� I,, r c " �'P�D rirq� Y7E 1 i"i"iC't�l "u n ! l�I�i" 1 �` I i? GUTS VJ.� WAS 17 S/ 't c X ('� LOt_l t'Vv J`;'ti�.� fx'" ' 7. "1'he lop row of load-hearing walls shall he filled and ramnte'd with mortar. '-! �/*.r',N F~�i.T r;,A'��=.�I�• N��u LTJ Ir. " r�.e.. -r� �o+.�;e,1-• � (-�•L�''a> �'"� �, lEl.�'GT�.!G•�.I P"_,AN' WV7'M!�>C \ i �; V •etc" p,�? or�1 G7t 1.\l '.h% AS-�:�'TI !.l FJ�%( I" I'� H. i lorizoatal joint reinforcing i, to be Placed typically in joints 16"o.c. vertic.illy .end in addition.11 1 C.�i/'-f lrlr (IYF-,' Fr>li�,) ! �t I��Wt` I: 2 TD AL ICal j W(TN F1.iTTC%M OF t�X,IST lor.tlion noted below. u \ p!zlvF 4�/% .� �ET•A.IN1N�� v�ALL- Forl\!G, , , . Tela.>ar�u bCilrT(1LX�o� -- ,. ). I Lice ut first and second bed joints immediately above and billow will openings.Joint reinforcement _ at Openings should extend not less than 2.1" past the opening, - 19-#4 X iG�"� PG. FT6 iZEINc �1./(Z� ��,�. i2�•Ez�•f��:�, G pr✓ p��'j�� X �, __ 1� rf'i lry,>7 i '` M'x+ '1 p�, 'G GYX) P5. �'f`4� > 10. Joint reinforcement is to h of tltc single w)'the wall "l.tdder" t}pe such ots "Lox All 9 220 i odder ' I�-`-�- ----- - -- - p t ALI- Fps t INC�� P � TO {� Fp2M"gip A`' � TD (Zi`�-t' T\iesh" as 111, acturc'd h i lohmann & Barnard, Inc.", 3200n w C Q Zf -- .� �r - } 11.tup},tug,e, N), or "D/A 1.,1 ice h i�trr- J' L U J L-(1 I'll 1l1s1171 GD ✓r I L•. O-Wall", or equal. -/� y T : S hQ� 1 ��,� i TSP i�L.V/ FOJ .t!G'.T O WCtl_l, 11. Joint reinforcement is to be fabricated front zinc-coated cold-drawn steel wire and is to consist of(2 t .r r � c}�-, l tit Q' AF4=f' >✓G• fi=CJTI"+�7 `-- - - -- ; iIGK Fqb U✓,ALL le7N 16,7 5P O{ sNlh1% r_�, ,"X �X Icy t defUI'nle(i longitudinalwires No. 9 gauge or larger, weld connected with smooth N* '9 gauge'cross wires. 12. Zinc coatis is to be hot di „Od tivanized and a„lied tt a wei gilt of not less than 1.5�oz. per squire' , 11 �T,�l%AE�r✓ WEIGHT HOVLJW L0�17 r�-.1�I21,'.!%• .Tf1'✓t C. ' ;� 1 I t g, I- X5-4X3-4 } } g foot of►mcoated wire surf ice. J ,. i j I \�!1'M Ta�(.Et� Gr%r.1�Avl✓ ��o!•�V>,�` t1o4NT�. f'f-�/ID°= HOt7IZ. � N ( S K�eS . �6~�� n � 4� MJ' TAS JGI!d� �r lr�}= earl N�k AT ICNT; 13. (Jut to (7tlt spacing; of long;itu(linal Wire's is to he 1 5/8" less than the actual width of the masonry 4 '.� 5'- y '✓t� ' S, •I�/ 5e, �,/Y ,, r,,.7r1�, ?./„ units, I q 1 Z �` IvYS + - I D t+ I jC:71_mit 1�1. Crosti wn'es in "ladder" type of horizontal joint reinforcement are to he spaced c1.1' 16" o.c•. 9c�D n 11cCot ` -- --- - -_� ----�- --- -- -- - -- --.-+J' 15. Joint reinforcement should he furnished inflat sections 10 to 20 feet inengt lh. tN GS>DI l 101.1 Ij�lt a 1'I �b de, C�'' L- dV1 6t 10It 2� - 2 + 16. factory prefabricated Cerner sections shall hr used at all new corners. iry I� << shs Cashwell Residence Renovation/Addition ''' �''�"' `� A.►* a`, 7.26'16 �, y , . 2165 Reydon Di-ive Southold New Yoi-k 8,216) - Foundation Plan, General Nates,Energy Data 1E 'A',ll.l I)I:AWN 111. ("I IC('hl it: ItitiUl It kilt No A"")hown I'M ARS 7/10/16 132-3 car � ►e .t tt vile � .+ rr � e k'�1 4 e , a a Lt � ;` e �. 'kL' M "� ,ti� ;k:'�• • x_..1.,..1. :,�.,m.s•..nt�.,c x.,.S...l,..�-w.�'i. .!'t'�...} '.I..�,� �! '`.},.J..,l...«.' ,.1.� 1-t�.if .�.-J.'i.,;.. �,..�''+�'w ��.��,��. ..,...,t.r,) t .l _-- �_.-_.... .._- Q S�` - r 1 - `S 'n t�'r' r t2 I `t 1 0. �._. ..(>i r: „� \ ,o, \... \ -. r,o, p,o, CAI-L r✓ j % COIlI71T1t *i�, t�IFII.I� P`� � 'G i I I iJOQTH WI-M I% n,c•. I � _ "�' � , � , .tom__--__.___ I / p c-t,�r: � P;!r,l=/ I � \ I �',l-,I C�1•-1 I - ; — I r _ S I I : V N ld r II. �J — -- --- T2 W -- — (-TC E://V,If 1) tlVI T".1 } - - ATH 1-:) i ' r'- i '-iv�c -_--~-..`� li ���� ^ � { .• �,�/f,X 9'' p�1- --- -'� gyp,<,I' ' �{<J�~ �y� J�''•;'g _'-�\ i _ ��� z'�� H' --- - ;-- - ! (4•)2u .• po��-r GI,. �� ' _t 5",<t"T'r =a I— - I N '' / ' � �--t�y'c. r "I�<:' i-��M�LI�/�•'V� �'�' I 2 ,c - � ' �I I 1 %c:/ ,L4-' — ! _+;,�`} - — } .LIF `tti-' ' L, i/,i i i �... �C�� C- 1 1 _ cY1 cTl�r3 �� {� %•^ " f.'�/t / r1=E S \ FX Irs?' K1�0✓i ,.�.fit1L�1CTtJ (' t r '_'�/ 4 3 % J (4) G =AiGC.0 T i` t�',i�J��.�.:CJ, { ^,'---- 'x- 'r''— I, t Mme• 'L �--- I !� ! X.� �`-T:j (Ta rt�/�./'1�J T- 4 ILJ_ %---� - �_: -. _ -- �r� eta!: col.• ; I- ' - - �J_ �'.• / ' i m - c - . _ Li �(2�.,X ., =icy X11 ���.A`r<i Cihl��i': �`�..�"f.7�Fl.� V.'/.t_�' ,/ — — � -- �- _ _ .- _._ _—. _. _ /�// ' —' 1 '� ' � � i •y II I i � ----- !I i v ACO 7UMPD"> f2-y - I To Fly 7fiZtJGTUi�f, 1t i I '. FI i FArZTITIOfA 115 IM fl.we, 11 x ' Tj -." _ - _-* -__-- _ _�-_._.__-•ATL 'CUF.¢ G!'l. 1 _ _ ___--__ -. .— I - � 1y ✓ __ i li p5p ux;lt,}r, x`17 - o rP�.IH.G] �/2 ---------------------- -- 5'/' _ .'1a' 8 / 3/h COIt..,LI�,T101,� /IV O , Vz ptf-Fl�z kv <U 1DIT10KIFF-I,'11!P,Er) . ZYI!TH 2714' �1LID I r�''O,G, iii, • lM, I F='l�i-D �NID('T-IOf`IJ• IN�iI,L I� •/i" i %� �/i'�- / _ I , �TG1D� IGil3'/'�" t+C'r: (7)2 riD H✓kQ I , °��C- F!F'•',>�' F!.o�-Z 1'I.•P'�N �+-`�., i i � L.-�a.. �•�'i t,� --� _ -- __... .. _ � r W I TMJ LGA_YAkTj Of,j \ N i -< - -- � 5r0}�!� TI'"1':? 1 r r � -• �X!�I, r -i" K,.eM.� ,r� '• � ;,, _ � �/,�:�% t.,IJNc�'`�11��Ttr� -r0 F`;� REf•1!UJr_-C'� N; t; ' . I _ r r��(=` WEA, TO e,,r--i1�It�I ► 17 I-70 - - :,tf�.lp car rz, �rZK 7`p t'i=. f �MUI,(':+� U l fl tea,( , ,1_-1 v r .-! , ;' l �t r , TDjl�. HAF1i TN's. P PfN% IM i >✓ , i { 0 wr, �a' L" I' '''I Li' Z" !'' �, Z ,I \I' 3\3'i x/c"\I'-3'� 3'-2` -\Z-11%---'\I\--�"I Dv' \I/.. 2' ib ^ I'- � '/i„ 't"oT�l� GX IGT Ih�l^ N��iT�p�!�� �i. ��. � hl.l FWo��� �D Q� � ► -- .rr TAG=�G EX( TIN �A TMOX,e i`IZM PREM i; iN! D Mr�G 1-4F- = 322 ' 4 �f�'ED AM .� c Cashwell Residence Renovation/Addition 1'' `'�' " J„ 2165 Reydoi) Drk e Southold New Yo t-k v, �Ix Of 15 First Floor Demolition Plan,First Floor Plan Tf .ta� tiCAIT: DRAWN Ill: CI ICC KED: NLA u: 1011 NO: AS Shown ARS ARS 7/10/16 132-3 tit ` 301-GSI ,-__-______ ------ S��ID C=Lr.�J!-�. `�!-t�D R��p�ll'�� �XTTLr•?IUt;. `�/l�Ll. �-- -------- --------------- ---- - - - - - _ ... .. __--- -.. ._ -_ -- - ___.__—� G.�.Ll.El7 � I - 1:1 2..'- 2 -411 LI it 1, , n I;a t J -�.1 �'��An 21 �n 3. 2-<�� a n `i ° C�t 1'�a �I fir, 4 1- Ir ,UNCI FIS �H✓t� Dom'{M ` �-�1' - ---- I - _. - �t S .. . Y� _ - - - -- - --- -- ----- --- -- � )�2= I / t �,- '- +� .-_ .- r- -. -. �- -. -�.-.•-. .-..-_--. - I (��•.r -.�T - "'T--.L- .rtM _L ,� -,�'/� .r- fir•.-.. -._ •.� .�f -.-a., .-.� -_ -.-___.__ I Vl'�" ✓.�w�l'1`-� �':./��1 • ' 1 -- + _ -------._. G,%,C,liii� ✓`� G %7� { a' I ' -'`," 111 I� Xie%a 1.V1 -Ck _ '.,t' TTI el„ls"t'v" ;YL��C:PJ MPr T4`I� �`r,11 I ( I I � ---- ---. —---_. _ ...--__----• ,�,,-- � .,- , - �, =�1 � � I' - / X _'1: i= _ � 1— � 1'J�P.IC`'a"'\i".��� (4if Ii I I in, �' - i I I � i I ��-r�►�l��:. w�Lt, ��'�=t,ov��f I ! ; ;;I._r�-�--� ,, �? '" 11 it tl c,(n• .� _I(�i/n ' t '�/�f 7- 1..rl l 1 l� 11} w _ 14 ' I -I ► i I I I _�� .- , i ;=_. ` j ! n 1- �I.k,, t I,� �,., I ,-•t hx h x z I { I I I I I (I i � _ 'r � 1 C.�J !+ I'i--�-�s.: i? %' _ ` 1� r 1 r � � ,1 I G••r �'�. �..+ � ' , ''7✓ �' , •+}^I'I �,.•) '' i I i � _T(,, �!,''!` r� '' — VIA 11 4 r, i I I �I II =-\� � ICI ` Ilii , — i lam" `' !:I �I I, �4 ��'/'1`I;� 1.1,{'li� .`/ ;,i,'� �' jl;t�� '�•`-� �'11I I I MAIN F�+?-X �!T?`�:.''�• I I ^' � -(=)�X .)p.<.,�� � tli.T� 1'�"'`=� �I� � �. �---�–_----��. - -- i---`� –� � � 21� i�' / �.�� ^�- � P� I I /.-.�= LC�. _-f � -"6- �1•..Ih. !, I ' I �/�, I �-------.. ��;i ,t• ''_' -. �--=1�-�----= I ?��' yC 1,4;1 ,TL SLIT"kl � `•x� 'x I I I I I �J � I T. 1 t•: f h 1, I / � k �(,1�4 L"".' t Q t ( ( I I IT GIJ�! KJ0P•4 }l �'i }f' .�' 1 L F'�T/I )i'�I 2z Gl.FFJ'rt!C( __—. �-} j —�ci {- CJ ;�.. �\�-, II, i �,�`, �, !' Tti' � r✓da i!�1.i!Y ,'-1 — -1 \i AT Gr:IC•1 I I I N ' =`1 �9 »+ LrJFT _ �, �� k I ( I 1 C'•' ) ` x I (rs ALL— 21—�I ��� ^' FLOP I i n F•.., n C 47 • � ( � �( 1 I I ' Gl-- �r I ' , K ��%„ G�sf;t,.�4 �z�t�1_C � ' I \ I L. _ — —,� ----� I J��e.-� � _.._..__�>'_ __.__ _-- -----_. ..._...__ �� ��� '.J'r� �� F� �'1!C•K��?l.. A_?"�" S� L � - �------_ — Jl 'T.,{f'.,1' F" TO ! 1 } u I� I � � II Iii i II I II � r 1 Ir �J mvm . I I II • � II I Il � I , , • L —_—_ _. _ - -_ _ -- - - - --- --- - - - -- ---1 I 1 1- - - ----- - ' (� Al Po'�Gl-t Poor - r Po�%I-t 1�:��, �-�,1,�•��^� � r� rT r-i q_. It it Cashwell Residence Renovation/Addition 2165 Rcy(ion Drive Southolci New York 7`12 F, (C' Q, 2 .1ro Second Floor Plan,Roof Plan • SCALE: M AWN ICY. (:111't F:Ca): 15tiULl): jt11t Nc1. CL r\�Slult�n I I� ARS 7/'10/16 132-3 a IG ?J'ATT 1! 11,'J!-, 21' ,�JH F f -0AEU7 K L/,, b`� "&Ar �,/TrQt;'6- r!'XW, W(T Or- rAV r _I 70 2'-()" L,11Jr 10� 3" -o'��, , - 1) 7o �WrK T N' --4------- /,,LON 6?vrt�-1,,"41 HDT A/r'KE 71KO !)�-"Ole-, MIAX I T L� 3A II. F I if,F, I- r i-r L� I AN C-H 17 ------- ------ ------- L W1 1�6`7 L-1 I F✓F E�r,' 6,-,L-V, f4k � V#P,10, qp", 6 H,5A[) -r0 7-- - I , I 2 16"- 16" 16 16" —16" 16" 1 16" 1 16" 16"--1 -16" 1161 L0Y` 1-11 Q 5- ';TY Lr r- 0.'/r K', Al T, ti47 r F•t), 101.1 To r er r; r-I,., "0 Bolt,Hol, „Steel Plat T" r. V I K uy It,r' (At AZA K) W1 t�12-!P 4 /k11T�CT 'A.'r,f K�n,IEI vr -I j� " ry J�-/ �A 0 + H, 1005 V4" Ml5e,�4 Col-l-riki Cr r1F Ver K 12 9 OBOV � Tr-Ne,,fotl` 7-/0 5, FAlyj7 Ok' til, r;5r!!' r Of` 1l.t Tf-r e-r- Vr! T. S 00 4L: - -ro HT -T fC,17�W',Y-L L /,PS �,T L 1'LA r-, t)A Q r)%'/I(-H t C14 4 W1 q V'V/ CA`�'4 C, 6VJF A 7 r 'T'�T' 714 rC,�7t-j(.14,6 U-r 'T !-KNA LVL11, W/ 'All, ��Krvr�2 TZ) Z H I�'-T^1 I,` A7 F Y- 2 blk'e�, V// )14 F, L k,t� LL�5-t�) Steel Rite Sandwiched with (2)3.5 x 14 PL 4 TC l-VfV1t)- • 27-77 I 1z "Steel Plate Sandwiched with(2) 1.75 x 1125 LVL �; 2 f F> I ! -rot, 6r- Steel A K oVr lii_ tj t F/,,c 1 1 -Att steel is to be ASTM Specification A992-50 k/j i�r I yz 7L i/,/\ -11Z� 5H t i� U 2-All bolted connections are to be made with A-325 bots Al -74��j rr Roof Bent Beam Detail 2 V// i - if j -vn q7-n-1 PF -1 /', 11 I 1A: !, I 'AAA 1 r C-E ---_-1.. x� X FY,r r- WIZ CC/7, _01�,!!� '�,7/)�, Yo"rK it -Tyr, 5�-7/-,l L F0' KZC-Z�7 V! Jri fo 61+X 4-Cp-.;o ic! t'� m. l`� L,-r -------- --- ---------- A it ft L"IF-P K00A V 1-2 2 T C. J (A k I 'A ' 7Y4 ', L-� I- JcI?T Irl re), 1,, T- i,, I W UL. �Y J H 14 V I (Tyr) ovir I L,-Il ool /,I U`- 7r- T ro r1`11C H i�11 I�-J r A, _-___- ___--_.__. i -- - � ' = I o I T��l'.I Tu ;'J N 1 r i�' G�1/E t� C'I L I C't'!' L 0,( r i Y✓I 7P I q -Y,//-u rCr, VCIi JI/J1K 71,11'."l IJ j LVA -.,Z' 171,r- �1' t, Vc (a TH k" --r'T lr -/ - �1111r,-11�7 vv""�T r�,t -rr- CC" 1,/�I V Y or e, r,o CA Lr r�C-r r. Y/, r/.- W, U 7- -H K E\1Y 6 r T I I j ne'�,n • 1-JV, r ircl!,.. T C L. N A 5U LDN`C�, U,q C 4�A '�Z- -A Cashwell Residence Renovation/Addition 7,ZS, )4, 2165 Reydon Drive Southold New York )0 Building Sections, Detail Sections,Misc. Details "CA I I': OKAWN M': 0 1): 1')'�L J( N(I 11 1 1 A,,Shown A R S 7/10/16 132-3 I f,,j:Pj,4p*C �BIi - ----- � I�'� jl. ��._ ! ,f L,- E-L•t�C. tJ.f �1,' FG"✓r` I/�tJIG�X`rl"t.'u1t� (W a —_- — �J - — , I . _ -- -- ----- -- - - _ _ -- J 1 i , ' -- _ _ - - ju �Gll/-I r ,./rTTIC _ — . _ ... t-'- _4 _ - _ IN �/dIrL r?��•"` �1 /„\ L1 1 1—� --- - ------- - t`� --------—-- ------ '4 �.D IST N �'1\T I 0 ti �A5T �-1..�"\IAT I o �_.��____ f _.. T tl — - --- --- _- - -- -- _ - ...._.... H N M ', (— , i�� � � j ! c i� I � ,� —� �, -----• WD�;'EN GOk:I{. � Tyr, , ---- \l 1 I , f Window and Door Schedule (Exterior) Symbol Manufacturer's Type Rough Opening Lites Qty Swing Remarks R I Window: W x H I f T I tt\/ 5T ff-1—F`✓ /f�T ( O R A AC'tiV;044 Cair•mont Y-0"x 4'-3 1,," 4 equal 2 R i 50 V I 1� R ADi i3250 Doti blr-hung V-2"x;' 0" 2 over 2 9 It 1/4 C Rogue Valley 4661-V Y-3" x 6'-10 W' 6 1 P.H 0"x 6'8"dr,2 Si"thick.Dou};fir,6-0/16"solid jamb.Bronco sill,V-groov,panel,brushed mrkel hlmg,s,comrre•,.sion wrather,tripping,hardware by owner.Omit dental block shell D ACW2104(1 Casement T-10"x 4'-0" 4 equal (3)f.l i,(4)P.1 f . r • E FWHO)1,161IAR Outswing door T-1"x 6'-11" 4 equal l Rif Yuma hardware in Distrv,,e d Nickel F ACIV2444 Casement -0"x 4'x 4" 4 equal 3 (2)1.111(1)Rli h ory mulled units w/operators for earl: G FW1 IO05480 PA)-P, Outcwing door 5-4"x F-0" 4 eq.per panel 1 5461 IAPR Yuma hardware in Distresvd Nickel. H ACV263,K C"'Ment ^_6"x 3'-H" 4 equal $ (5)1.11,(3)R1 t u, Cy I AAN3020 Awning 3' '" 0"x -0" 0 2 J AAN2424 Awning _'-4"x2'-4" 4equal _ Cashwell Residence Renovation/Addition K AAN1424 Awning 1'-8" (2'=4" 4equal _ ZI�)�J I�C'�'C�Cl111�1'1�'l' Sout� old New York ti gi • {� 1. All window and exterior door units ries by Andersen. Elevations E t NE�1y 2 Cxh•rior Color on Andersen units to bee W tiVhitite. 3. A11 awnim"and i a,ement windows to have"Contemporary"folding operator handles,and lo,_k and keepers in white. 4. All double-hungs new and existing to be tittod with Orening Control Device kit in V,'hite. SCA Ll I)RAWN 11Y: CI ICC KI'l): NSULI). jolI No . 5, provide"Trurcene"inseet screens with white frames for all new,windows. 6. Divide,l light window,will M•full divided light units with met.il s avers and?," rill widths. ntiS{lown AIxs nits 7/10/16 112-3 All windows to have corrosion-re',istant,stainle,s steel/sva coat hardware,housin;,s and components OV N. , All units to have Low is insulated glass. V. All exterior unite to hive 5 1/2"installation i lir,at jambs for hourr•, lig. Single unit Andf'rsen 1'renchwood door to have after-market,hinged in,ect semen in while with distre;sed nickel hard„arc, 11. Ail new exterior t ren,h doors to have keyed lo,ks for same key in each. 12. Storage room doors to be Custom. 13. All window shoal•:to he custom 5/4-thick clear white pine with bulino,ed edge GUT 1?,06K AE�, �%GKUfPf-D FOF- Vew—i - - Nailing SChedule - - Xl 120 1\1.11.1 1. Wind Ione within 1 mile cif��aterxl�Tll•1�a i ►.�,It,Ilf(C� zIIZ-C pl'�J~t7 -- - - -- - --.-__.� ,\ Spacing joining Elements Method Nail Type Nail & Number 2xts f�a�TE�`"� -------------- --- ., - ------------ 12 12 Roof Framing Nt✓W 2 X � 1?�I.C�V�' �GFI tiiX l:�7 I� #'1�il''i t.��=- ------ ---- - - ., � � • Roof rafter to lop plate tae-nail 3-Rd per rafter — ~ toe-nail 4 -l6dpouf rafters to ridge, valley, _ L,< 6 T!r,°, Clxt� W/ 1x C1,17/1�WNIT15- ri05- or hip rafters face-nail 3-16d \ in 'Dist to to late tae roil 3 -&d per joist Ceiling l I p n lo'/-? �-3v oAT►a,�'A1.." ('li'��.�.Ga 1���'�TT' I"d";UL- � `�;� (Not(,: Wiil, ceiliwl joists irrslnlled Pcrrnllt'l to rafters, the stun of the tocilails in the rafh'r unci ceilirrti joist shall ht'et nrimirmnrn of 3.) Ceiling joist parallel to rafter face-nail 3- 16d each overlap 3 - ]bd each overlap t/� T�!iGK GYl''..>l.l!•�t P���'D ------- �, } Ceilingjoist laps over partitions fare-nail Blocking between rafters toe-nail to top}date 3 Rd 13lockin g between rafters toe-nail to rafter 2-Ret each end Collar tie to rafter face-nail 4 -Rd through overlap Pin, board or suthfascia to rafter enol-nail 2- 16d each encs Roof High Wind Clips and Straps - 13irTvr:,EN N1;W IN5U1.. F_X!5T POOF= cd'c`f�'t111!J(a ' Ridge tension strap to top face-nail 6-Rd ger rafter '- - A i a✓x15-r1N� 3"x worn TOP i'1,A-r of rafter~ Roof with ceiling joist and face-nail to rafter (,- lOd per rafter - -� ---- --.---.—.___^_.__ -------_-- rafter connection: "Simpson face-nail to double to]-) }date 6- ]Od her rafter \� W*W 1110,4, 1AURZIGN'4E TIE,eeAAG-t-Illl0-2"hurricane ties(required 611 cach rafter) - (9) 10d X II/L TO d X i%2 70 Tol" FLA'Ts Girder/Truss connection to 1-5/R" ATR(All-thread rod) l - 14-SDS 1/4x 3 her truss � �• --- --- per double wood top }date"Simpson 1-5/R' ATI.(All-thread rod) 22-10 d (for N1 GT) } truss ' cortslNUouS �/�t• L�/AGK- r tit�.I7 V��1T Tt�:--� fastener,al\1GT/I'I If)ti Sl)S3 and header and stud , �11:rT101�1 a ! ,- ---- _ __ — _ --- GA.F "vr174{rPW/�TGH" MrM� .til ovrz Wood coNSTiIUGTIDN Roof Sheathing _ 1;1<151- (2) 2xCo t{�it2 -------_--_-_ -__.. ... ! / �•t�IAe i r -ro c ortch�-r�;/ t �.lY 4 c '"TrIK GCMG SLAB f�iNr W1T14 10/10 - Irl X Corr WWM At roof rake& plywood sheets Rd 4" o.c. ' 6UT {,P�1' sY- C' � rr% c�r)" above rake and lookout rafters - t O / G' t� Cn"THK SPt iD ?�Aat: Dl�� COMPY&67-D OL_F, N FILL Within 4' perimeter edge rune at edge of sheathing Rd 6"o.c. - - I -CNK >?`L11 ✓T©ilk rAW14:. ICLt7. (Within 4'of the perimeter eclge of/he in field of sheathingRd 6"o.c. l'oOf, ini111din1 4'crit 1111 side;of the rear( Irt'11k,t'awe andgc1111t't'rlti'es t'.CCt'l�l ai Ytrclf �� I �r^ t�� AWA� �F�:/I''1 !'••-�Qt.f;j� ! - 1V;ithinthe interior lone of at edge of sheathing Rd 6" o.c. � =ep � � / I - -�- 1%� THK � I4 " wipe r11ke wid lookout rafters.) {�jL1a:J"(rG'N� f�Elzlt✓1�T�1�� the roof (Alore than 4'uzear/from illc in field of sheathing Ski 12" o.c. Wof cdoes and peak.) I Roof Covering i Piherglass/Asphalt strip roof shingles 6- 12 ptige shanks her shingle 1-/0 IalJ�I.UO!� (riot dipped,almmized Steel trail,With a taint nn rr 3 "dirrrrrelry brit,nail to extend rrrirr. 1/8"tlrrvrc�lr — - ,- --------- - � rl Alm i r/t�derk,A57'11 I' 11t;',of U.S.A.rr Ccntadi,nr nrf�.) I - - --- - - ( 11 11 u .. , . �.._t , _.___ �,._ —.-- - ( J. y Y' — plTc�� �, II/2�N,K X 14�' V11 %!,► �"ToN� Nall Framing ---i1- -- ----�---- - %2�"fFlK..Jb10P7M GEMCNT 5111GG0 Upper top plate to lower plate face-nail 2-]hd per foot G�I•JT�I�: E �tl til 2'-4" Cj,C, 'f�151✓f�. FINI`;�t-1 1-'(F'. Top}dates at intersections face-nail 4-16d joints-each side Stud to stud face nail 2- 16d 24" o.c' WALK• BlIdt-tip header, piece-to-piece face-nail 16d 16" o.c. along perimeter -- - Continuous header to stud toe-nail 4-Red -c -- f� !IT Top or bottom plate to stud end-nail 3- 16d per 2 x 6 stud ).xl�TINC� SI-1 O�C7F� SUC'r'O T STEL"' U H Stud to sole plate toe-nail 4-Rd - i MPsrOh1R`( �ILf� P� C��'D• Bottom plate to floor joist, rim joist, face-nail 2- I6d per foot - end 'Dist rn•Mackin� 1 1, Iindwall corner studs(Shearwall) face-nail 2- 16d 6" o.c. L I shear,vall plywood panel face-nail Rd 3" o.c.(ti)perimeter edge f i Walls high Wind_Ties, Straps-and Anchors ---- I leader over jack stud at non-impact face-nail 16-10d per strap of glass windows& at header to double I�IV��NAY - -- ---- -- � ,.�.---- --- 'TEP tit f'CJIl''�:.P CD�!iK'i✓T� 1 DoT I N C> jackstud Rr' impact resistant windows --- } �� ° � �-,^-4-I1�—= 1:2(!�Ir'�X)Pa 11.FG2U1 D• "siin,pson # i,S I•A21" 1 ESI 1-1�IF:7 AtTDM H N1✓W F©2T'IN'a To .(GN WITH 0 a•eguired Cr e11ch rill) ?10-i'Tc1M of" f7Cl5T SuNr-09M AND Jack stud to rim joist(Wall windows face-nail 1.1-10d per strap "Stimpson #I i.S'1'A18" KITGNG'f`I 1''�TINCa�„�� WNEPE { �•--�T Fo:�TI N�''} MEAT, Stud to sill to rim joist to sill plate' face-nail 16-1(]d 16" o.c. +•-� �-�'�I� �`� "Simpson 9 LFTA 5/,8" mudsill anchor bolt embedded 15" 6"-12" within end of each plata,,??," o.c. max Corner I lolddowns (O'sidewalls) screwed 14-?a"x 2"1"SDS per holddown It 5/R" diameter rod Per l,Olddatvn NDTP, ; 31r VTWT -P2iJ �� 3 Vl NT 'ff{C'_j IZ00r "Simpson # l ll)U5-S1)S2.S embedded l l 1/4" } '' starting 6"-12" within LOG/ 3" x 3" bearing plate screwed down with nal TE TNU �F Vt;!�':J "Simpson 1,131'S 5/8" end of plate, 1 per bolt MINIMUM GIF 3'�0 ' �>✓l1lNb Wall Sheathing (WE'iT Or) ZN� MA!lRKA ,J MP ��!'. P�'�1 mor 1z1rY 1-311 —At all locations Rd 6" o.c. at plywd.edges 12" o.c. in plytvd. field I i '2" I I I I Floor Framing �% GOND �'L001='� ( ,!',�,� I 51-toWLrz• t Joist to sill, top plate or girder toe-nail 4 -Rd per joist Bridging to joist toe-nail 2-Rd each end Blacking to joist toe-nail 2-Rd each end 2�ATFt C1M }] 3- ]6d each block 2locking to sill or top plate toe-nail _ Ledger strip to beam face- nail 3- 16d each joist _ joist on ledger to bean, toe-nail 3-Rd per joist Ir Bnndjoist tojoist end nail 3- 16d per joist W.G ���`� irI'i2 I ' �Lit 211^ W.0 LAJ I 1�`! I 51ttK 13,1111d joist to sill or top plate toe-nail 2- 16d per foot 1J i( I I I I F7 Floor Sheathing I-3" �NowEl` cad v�u I X2,1 2 -2 Alt all locations Rd 6„ adge/12" field z„� f 2.. ! 2'•^ �_ ran �2„ C',0. Ceiling Sheathing t �,a G sun, wallboard 5d cooler, 7"edge/10"field �1 L4'tXNcl, GoNkiCGT TO {;XI �T IN Cashwell Residence Renovation/Addition ?,r�t�,I[n .I•• ;>�' �- G TO I✓XI5TINC� C.O+JI -1y P.M�ZOVED SC_:.7FTI0 S`I'-"STEM. 2165 Reydon Drive Soulliold New York EXTp:N� >✓XI`.:�TIIJ� �l�..l. TKi�.!1 Ni✓�/ �XTC-i?1G�� V4'�'�l.L-, �'9 •190fl5 ,�0� �i ;� Nail'g Schedule,Plumb'g Diagram, Misc.Details DIk\G} �,� /i 1)1:AWN I;I: CIIIC KI'I): N111JI-1r. !t)I;;I t l./ I y `� Y 1 As Shown Al") RIB 1.32-3 ----- OV Noy"'TN, Gt:> IGI�:NT MAIN O- To RC.Movt n - fZ�;ON�TW)G7�:D. ---- -- - AXI G�TW G EAST'& 7Z2 MMAW, � rn --- - -- — - - - - - - - - - — — — — � t_-4r'---- --- - - - - - 711 rT N NTEFZI KN�� EX►5T'��---�--w�-- �� ��15TC� �fZ � � ,����� EXISTS Z�AL�UN`t'�G01�2.1�- t 1 --- - - - -- - �X��� �Z� � � WAI.(,5 To » j WIITPOLS Rco[Z /A No►.I-NP�IT � FI,a7fZ TDP REMUV0D FIA�ITA{�>LE �I,Or7f2 " I M I ' APrA TOM REMOVE P/ �-' I ^fZEA IV n- Rr-M WED It \ j/// / // ,� � N�--•p�!':y�/E EXI��C� 5TA14Z5 (' - - - - - -y- �_ II I Lorem To EXIgrb LIVING r2M e;r_1'0V/ I� _---- - Rt FFAi!Z A5 REQ`D ?�Y II r GoNDITIorJ.�. IN�(l.i� � I Y � W 17H 2X� �1Ut�� I�" o•G. - - - - - -- - - - --�+---- I� I I tMG�1E �XI�T`� WIND, i I -- - �X(�TC� WA.I,L T� �-MALI, �EFI�I.� l ------- '�Xl`,TCG 5TKl1GT�F�AI.•LY A5 f�?;�u��-r;G tom' }=-I�I,D �nlTlaN'��. '�r~IGI�NT ►�I►J {�l� INFI�I, AS t F ult? D WITN 14X6> `CO P E�17 C I Co �XIST1v W I NV51,1"9. 5E>✓ GOND rL O�X-. KF.��1��T<~tlG[ t7 • LEG�r.ID . �XIJTING -ra �FP�'D�;N ������ GON✓'T r�T I �N To FZWV5P %4I( = It-psi C-ishwell Residence Renovation/Addition �, , , 2165 Reti7don fXive Southold New York 15 16 "* >,9 of ,05 y�4 Second floor Demolition Plan,Misc.Details r� _ sCnl.e: ITAWNI1Y: c_tlr.�:hrn: Ititiurlr JOB No : A,;Shown Rli A RS 7/10/16 132-3 OF *�+.��.i�� �,•1,s 1.1 U..�1+v .., A�.�sJ�,.�.:1M• .�'s.�.•.t '���.,� .��Ida �;A��.,7.�1(1 �.! ��l.,F.e,� '�1�,^Y Yo M�.,erF '.4����i �' �1, s•:I CxLL5 P ' watr:.TH 0 j19 q we rZ=— / _—T�=