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HomeMy WebLinkAbout41451-Z Town of Southold 3/20/2018 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39561 Date: 3/20/2018 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 660 Mill Creek Dr, Southold SCTM#: 473889 Sec/Block/Lot: 135.-3-42.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/10/2017 pursuant to which Building Permit No. 41451 dated 3/22/2017 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: NON-HABITABLE ACCESSORY GARAGE WITH STORAGE ABOVE AND COVERED PORCH AS APPLIED FOR The certificate is issued to Bours,Jeroen&Robin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41451 02-06-2018 PLUMBERS CERTIFICATION DATED 0 dd Signature ,TOWN OF SOUTHOLD /BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 41451 Date: 3/22/2017 Permission is hereby granted to: Bours, Jeroen & Robin 12 Hemsley Ln Great Neck, NY 11023 To: construct an accessory'garage as applied for. At premises located at: 660 Mill Creek Dr, Southold SCTM # 473889 Sec/Block/Lot# 135.-3-42.3 Pursuant to application dated 3/10/2017 and approved by the Building Inspector. To expire on 9/21/2018. Fees: ACCESSORY $364.00 CO -ACCESSORY BUILD $50.00 Total: $414.00 Building I specto �o,*oF so�ryQl Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 , oQ roger.richert(aD-town.southoId.ny.us Southold,NY 11971-0959 Q �ycou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bours Address: 660 Mill Creek Drive city.Southold st: New York zip: 11971 Building Permit t 41451 Section: 135 Block: 3 Lot: 42.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Promaster Electric" License No: 59226-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 7 CO Detectors Sub Panel 80A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: Garage and Sub Panel. Notes: Inspector Signature: Date: February 6, 2018 0-Cert Electrical Compliance Form.)ds 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 dwellingr$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�y, �y Date. ;✓ - e> 1 -4 New Construction: Old or Pre-existing Building: (check one) Location of Property:6 OCA Mill II Gr'ec k DC'I'%I& House No. Street Hamlet Owner or Owners of Property: Rn6^ 5nur s _:Sccoe r, R_ 50v c't Suffolk County Tax Map No 1000, Section 139- Block Lot LIZ .3 Subdivision Filed Map. Lot: Permit No. 5 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �)u App 'c t tignature SO(/lyo !o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND NSULATION [ ] FRAMING / STRAPPING [V FINAL �� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: . n , DATE INSPECTOR pf SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST Q/ [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Wav mk PRW,-7. DATE `T INSPECTOR souryO6 Act (0�*je, bio TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ). OUNDATION 2ND [ ] INSULATION [ FR_ ASG / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTIONA r._]:.,FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS 914,00, v �S DATE 0 3 INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS 4-- 4/1 FOUNDATION(1ST) •` ►= H -------------------------------------- FOUNDATION (2ND) A. t� oe G1 z 6— O 1 • �a ROUGH FRAMING& y PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE nil I � FINAL ADDITIONAL COMM11 IL 0 gggg2 J# q5 1 Uo " g z m X S apz 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 Survey SoutholdTown.NorthFork.net PERMIT NO I Check Septic Form " N•.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined _,20 Single&'Separate Storm-Water Assessment Form Contact: Approved "20 1 Mail to: Disapproved a/c d 22/ Phone: (A2 1.4 41- b �f0 Expiration ,20 Building Insp , Y APPLICATION FOR BUILDING PERMIT MAR 2017 Date 3 21 , 20 1 BUILDING DEPT. INSTRUCTIONS TQ is%W T 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 coveredby this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector.will issue a Building Permitto the applicant. Such a permit shal I 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 permxpir it shalI-al the`work:authorized has not corninehced•,within 12 months after the date of issuance or has not been completed withinA8'montlis from.such'date..-If rio zoning amend'ments+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 d'ode, housing code,"arid regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (S—ignatl of applicant or name, if a corporation) rorno,"nAA- NY 1(444 (M iling addr of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ZD F olragbeAt miuw"S (As on the"tax roll or latest deed} If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License•No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: &(00 MILI-. .GREE�K— House Number Street Hamlet County Tax Map No. 1000 Section 13 S Block Lot-'A i- Subdivision f 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 b. Intended use and occupancy (OAF46e- 3. Nature of work (check which-applicable): New Building V Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost AOj 600 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 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front c:17ni --1 Depth Height Number of Stobie �J rl I 8. Dimensions of entire new construction: Pont' �Q ' Pb l Rear 1� �} S Depth AP, mi�. . . Gr ,Height 1(„'-S" Number of Stories I ' ' TIAM 9. Size of lot: Front Rear s. ' • Depth 71 OVOM 91 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. Will lot be re-graded? YES NO Will excess fill,be removed from premises? YES NO 12 +imVkM,bEy GA 14. Names'of Owner of premises kalN 1CJaMBh Address 6geokT WfICG NY Phone No. S 1(a 'ql g ' Name of Architect _MEZY t, V-SA Address �b W-666,,(KONFWhone Nc 6ZL 14:1 Name of Contractor Address " ' Phone No. 15 a. Is this property within 100 feet of a tidal wetland or-a freshwater wetland? *YES ' NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland?,'*. YES NO * IF YES, D.E.C. PERMITS MAY BE,REQUIRED. ,j 16. Provide sdfvey, 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 (Contracto gent Corporate Officer, etc.) Commission Expires April 14­,"`2v of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this `�" ti day of mUA l.Yl 20 ►�-Q Notary PublicSi na hre of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: June 1, 2016 TO: Meryl Kramer(Bours) PO Box 683 Greenport, NY 11944 Please take notice that your application dated May 24, 2016 For permit to construct an accessory garage and make additions and alterations to an existing single family dwelling at Location of property: 660 Mill Creek Drive, Southold NY County Tax Map No. 1000—Section 135 Block 3 Lot 42.3 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 17,860 square foot lot in the R-40 District is not permitted pursuant to Article III, Section 280-15 C., which states, "Such buildings shall not exceed 660 square feet on lots containing up to 20,000 square feet..." The proposed accessory garage is noted as being+/- 788 square feet in size. In addition the proposed additions and alterations to the single famil of permitted pursuant to Article XXIII Section 280-124 which states that on lots measur' Ss than 20 0 uare fee in total size the minimum front yard setback is 35 feet. Following the proposed construction the dwelling willve a front vard setback of+)2eet. ut ed Cc: File, ZBA BOiARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,Chairperson �*OF SOUlyQ 53095 Main Road- P.O. Box 1179 Southold,NY 11971-0959 Eric Dantes [ Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �Q O �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider OWN Southold,NY 11971 http://southoldtown.northfork.net D ONING BOARD OF APPEALS RECEIVED D TOWN OF SOUTHOLD `;a 3 6 6 Tel.(631)765-1809-Fax (631) 765-9064 2 2016 f dJ NOV 2 2 NOV FINDINGS,DELIBERATIONS AND DETERMINATIO C4,�j� 0. C [�at�GYx� BUILDING DEPT. MEETING OF NOVEMBER 17,2016 ouihold Town [16 ZBA FILETp. p S F SOUTHOLD NAME OF APPLICANT: Robin and Jeroen Bours PROPERTY LOCATION: 660 Mill Creek Dr., Southold SCTM# 1000-135-03-42.3 SEQRA DETERMINATION: The Zoning Board of Appeals hasvisited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 18, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject parcel is 17,860 square feet in an R-40 Zoning District. The property is improved with a two story frame dwelling and an accessory shed (the shed is not shown on submitted survey). The parcel has three front yards along Mill Creek Drive for a combined property line distance of 369.88 feet to the north, south and east. and measures 157.20 feet along the rear lot line to the west, all as shown on the Survey prepared by William R. Simmons III,L.S.,P.C., dated July 24, 2016. BASIS OF APPLICATION: Request for Variance(s) from Article III, Section 280-15C and Article XXIII, Section 280-124, and the Building Inspector's June 1, 2016 Notice of Disapproval based on an application for a building permit to construct an accessory garage and to construct additions and alterations to an existing single family dwelling, at; 1) proposed accessory garage exceeding the code permitted maximum 660 square feet in total size; 2) proposed additions and alterations to a single family dwelling is less than the code required minimum front yard setback of 35 feet, located at: 660 Mill Creek Drive, (Adj. to Hashamomuck Pond) Southold, NY. SCTM#1000- 135-3-42.3 RELIEF REQUESTED: The applicant requests variances to: 1) construct an accessory garage having +/- 788 square feet, where the Code permits a maximum of 660 square feet on lots containing up to 20,000 square feet, and 2) construct additions to the dwelling having a +/- 26 foot front yard setback, where the Code requires a minimum of 35 feet, all as shown on the Survey prepared by William R. Simmons III, L.S., P.C., dated July 24, 2016 and the architectural drawings prepared by Meryl Kramer, R.A., sheet A-201 showing proposed dwelling porch dated April 8, 2016 and sheet A-200 showing proposed accessory garage dated April 8, 2016. Page 2, Ni)vember 17, 2016 96985, Bours SCTM No. 1000-135-3-42.3 ADDITIONAL INFORMATION: The subject parcel was previously Granted a variance under ZBA Appeal No. 6061 for a 27 foot 10 inch front yard setback to the one and one half(1-1/2)story addition. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 3,2016, at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of a variance to construct an accessory garage having excessive square footage will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The parcels in this neighborhood contain few, if any accessory garages, let alone an accessory garage having a non-conforming square footage. Grant of a variance to construct an open porch will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed covered porch is a common addition to residential dwellings and will be unobtrusive. 2. Town Law 21267-0)(b)(2).The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue,other than an area variance.The applicant could scale down the size of the proposed accessory garage to have a conforming square footage. Furthermore, if additional garage/storage space in required, the applicant could construct an additional Code conforming accessory structure.The benefit sought by the applicant to construct a porch addition to the dwelling cannot be achieved by some method,feasible for the applicant to pursue,other than an area variance.The dwelling exists with a nonconforming front yard setback, therefore any proposed additions to the dwelling in this front yard,will require front yard setback relief. 3. Town Law&267-b(3)(b)(3). The variance requested herein to construct an accessory garage having 788 square feet is mathematically substantial, representing 19% relief from the code. The variance granted herein for a front yard setback to a proposed covered porch is mathematically substantial, representing 26% relief from the code. However, the front yard setback is to an open covered porch whose setback increases at the westerly corner because of the curvature of Mill Creek Drive with respect to the front of the dwelling. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law &267-b(3)(b)(5). The difficulties have been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is NOT the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory garage having excessive square footage, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a covered porch,while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Goehringer, and duly carried, to Page 3, 9tvember 17, 2016 i'6985, Bours SCTM No. 1000-135-3-42.3 DENY as applied for an accessory gara a having nonconforming square footage. GRANT the variance as applied for a nonconforming front yard setback to the proposed covered porch, and shown on the Survey prepared by William R. Simmons III, L.S., P.C., dated July 24, 2016 and the architectural drawings prepared by Meryl Kramer,R.A., Sheet A-201 showing proposed dwelling porch dated April 8,2016. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan andlor survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one(1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopted(5-0). C cmc- " Leslie Kanes Weisman,Chairperson Approved for filing ��/ /2016 Town Hall Annex �O Gym 5 Telephone(631-1802 54375 Main Road -t Fax(637)734-9502 P. O Box 1179 N z � Southold, NY 11971-0959 w r?rj BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE.CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR.TIMBER C.ONS.TRUCTION Date: O ' Owner Ro{„n jSo�-2 cS Location of Property_ (,OD �x-1.0c, 1 0:4-0( -71 Please kenotice that the (check applicable line): New'residentiai structure ' Addition to existing resideritial structure Rehabilitation to an existing reside UW,!structure to Ise constructedorperformed at ttie subject-property pofqFQnce above will utilize (check applicable line): Truss type construction (TT) rIz— Pre-engineered wood construction: Pffl Timber construction (TC) in the following locations)(check applicable line): Floor framing, indudog girders and beams (F) Roof framing (R) Floor and roof fra ing (FR) Signature: Name .(person submitting this form): ' .. K m V11 Capacity(check applicable line): Owner i .Owner representative r TrussResRegl5.docx Effective lhf2015 6" DIAMETER REFL-EC--T-I"VE-REO- -" -" - ROMAN AIPHANUMER[C •'-PkkNTONI_- - • � ••• —"• +- �DESTGN7ra'T'!ON OF':COT�[S?RIiC,T101d (PMS) tf18T TYPE BASED ON SECTION 602 OF THE'SUILUING COD06F NEW __.... -YORK STATE ' 2" MIN. AJEFLECTIVE 112" $TR`QKE' COlIRDI+YENTSTHA'T%IR OF TRUSS,CON STRUCCI,ON.2 c "F' `FIQG , "Fir FLOOR AHD RODF ow siaw , bUsl-GN 'DATE _ NEW YORK STATE DEPARTTKENT DIVISION OF CODE ENFORCEUENT AND ADMINISTRATION Scott A. Russell ,�d°Su '� STOR IMMA\T]ER, SUPERVISOR � 2 I��][A\lam A\GlEM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 v' A 53095 Main Road-SOLITHOLD,NEW YORK 11971 o - Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑tg 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 floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date—District ��� NAME. IAl �r 3 —r�►•->. � Section Block Lot Contact Infonatiom 1' 477- 97-S6/ **** FOR BUILDIN USE ONLY rt41 **** Reviewed By: Da. Property Address / Location of Construction Work: ff — — — — — — — — — — — — — — 6�� t�� t!me k �(i JP Approved for processing Building Permit. Storm vater Management Control Plan Not Required. Soul6alJ NY 11171 M Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 ' � I O Town Hall Annex Jj Telephone(631)765-1802 5 " W[2 ox G roQer.richert(a towi s0u;0 ny us 9 95Y D Cp�ry,N j FEB 262018 BUILDING DEPA.RTMEIV'I' i D- TOWN OF SOUTHOLD � TOWN OFAIMMRION FOR ELECTRICAL INSPECTION REQUESTED BY: PO o/n251�/ Date: p 2 -OS — /9 Company Name: r0lrJ2s Name: F4Vsh ZOPcZ• License No.: 59226 - /I-E Address: P �/2S, ,fccn pnr y l Phone No.: e 3 q�t (� JOBSITE INFORMATION: (*Indicates required information) *Name: /30 U r$ , *Address: 6 6 D /Pl/I UCC11-/Pi/ L).-6Z. Sn& n *Cross Street: *Phone No.: ,(3/ 2 2 3 Gnn me Qr. Permit No.: qs Tax Map District: Se Block: Lot: *BRIEF DESCRIPTION O WORK (Please Print Clearly) r IVGcUtr �. � / 2/ O (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final *Do you need a Temp Certificate: YES/ NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for inspection Form i �l tel, A V .I� e 1 t ME tm i I f � .t f I "p r _ W i i i i IW t qlvO A 471 ow r r 1 , 4 r� « F y 7 i y' A.. s IMF— WIN TAM. mm IL .....4. ten' qplm �"'n" ,. ._.. ;, .,, ., �; y. �-� �: ;�.,� ,w -�,.- i >��:,:« S. aY �p rif/ , . ,.x"j.. �ryp, _'—_��� ._ - '�Pt - �:r4j:;' � � � �r _;� �� { . ,... ,� ' ,� •,w„ c '►"-. i �, '� '.�. �� %� i� ;� �� ::�.. pF SOUIyo! Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G� • Southold,NY 11971-0959 Q January 22, 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD Jeroen & Robin Bours 12 Hemsley Lane Great Neck, NY 11023 Re: 660 Mill Creek Dr, Southold TO WHOM IT MAY CONCERN: The YFoing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: V Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411184) 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 — 41451 & 41453 — Accessory Garage & Add/Alt to Dwelling SURVEYED FOR: ROBIN BOURS & JEROEN R.BOURS LOCATED AT: SOUTHOLD,T/O SOUTHOLD, SUFF.CO.NY. LOT: IS DESCRIBED MAP OF: AS SHOWN NO All proposed structures shown with dimensions and property line setbacks S.C.T.M.# 1000-135-3-42.3 are as per owner and/or Architect SCALE: 1 "=20' design. 41/44 _ o s 682 CR � o DR 3 ,o Bldg Dept7�jO m ZBA a p Final revilents 3 �v C °pOs@ZBA File owereddDatr_. a N 16((P.� eo(c,� 8564 Q r N P h Gar,pOSeo, /a o )OSC)°' a �tiy� / ramp N'� �•/gyp ik �� S•0 / 53.7 o 8.0 /� N F�MoRY - _ - _ --- — _ -- - - - - #- wL: -- - _� - o 7 6 - X 0 / 4.0)(425' O /� / atil, °' Y e co �- / 3� / rampN O 3 LWLI 1S'0, 3.0x8 ry v� , / slate plat � PrOPo °reread � / POrc/7 sro►y /gym TqX COT 42.3 l l LOT q Fq_ 95 0 R 17 p / SQ.FT N o / (n 2 � N 75 20'00„ CREEK D CERTIFIED TO: R, 10soo ROBIN BOURS&JEROEN BOURS CHICAGO TITLE INSURANCE CO. (TITLE#C15-7474-16196) ro osed WALL STREET MORTGAGE BANKERS,LTD DBA- work 5-17-2016 POWER EXPRESS oFh'fi FILE# 50593 M c C, Nix RF �0 ,9 G S7VFp - WILLIAM R.SIMMONS 3RD.L.S.P.C. tirN' 6t�' �, Q 128 CARLETON AVE, EAST ISLIP NY,11730 2 0 eO0 gR��✓��6' 2SFa 3PH 631-581-1688 FX 631-581-1691 OF AN(0) SU '9A DATE:7/24/2015 SCALE:1"=20DRAWN BY:E.S. .7 TRUSS PLACARDING REQUIRE® APPROVED AS NOTED DATE: Z l' B.P.# etl y'sl �' CO1MPLY VVITH ALL CODES OF FEE: BY. NEW YORK STr.-i-E & TOWN CODES NOTIFY BUILDING DEPARTIVENT AT AS REQUIRED ALIO CONDITIONS OF 765-1802 8 AM TO 4 PM FOR THE FOLLOW"TING INSPECTIONS: $ 1. FO:;''!DATION - TWO REQUIRED $ BOARD FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING .'nl , USTEES 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C 0. ALL CONSTRUCTION SHALL MEET THE REQUYORKREMENS OF THE CODES OF NEW STATE• NOT RESPONSIBLE FOR OCCUPANCY OR DESIGN OR CONSTRUCTION ERRORS. USE ISE IS UNLAWFUL IS WITHOUT CERTIFICATE F-LIEECTRICAL OF OCCUPANCY RETAIN STORM WAP RUNOFF PURSUANT TO CHER 36 OF THE TOWN CODE. >V CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 GENERAL NOTES FOUNDATI01 NOTES: DRAWING ISSUE DATES Client Review Set 4/8/16 THE CONTRAGR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO ULTIMATE ICE SHIELD UNDERLAYMENT 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN THE ATTENTIONF THE ENGINEER PRIOR TO CONSTRUCTION. Disapproval 5/20/16 GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. FLOOD HAZARDS ACCORDANCE WITH THE NEW YORK STATE UNIFORM Revised Design 11/11/16 REQUIRED BUILDING CODE,AND THE NEW YORK STATE ENERGY Permit Set 3/3/17 GIRDER AS SPECIFIED 1- ALL CONCR'E 3,500 PSI AFTER 28 DAYS MINIMUM. Construction Set 00.00.0000 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 2-ALL REBAR dM A-615 GRADE 60. I BLOCKING PER CONSERVATION CODE,AND LOCAL AUTHORITIES. MANUFACTURES SPEC. JOIST AS SPECIFIED 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 3-FOOTINGS A TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE 70 BE REVISION DATES METAL HANGER PER VERIFIED BY CONTRACTOR(S)PRIOR TO START OF INSTALLED A MMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. MANUFACTURES SPEC. CONSTRUCTION AND ORDERING OF MATERIALS. THIS 4-REBAR INSTtiED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 10" SITE DATA FOUNDATION HAS BEEN DESIGNED FOR A SOIL BELOW THE TOW THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS W17H BEARING CAPACITY OF TWO(2)TSF AND GRADES WINDOWS ARE BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. SCTM# 1000-135-3-42.3 LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT Typical Joist Hanger 1 THESE CONDITIONS ARE MET. ALL FILL BENEATH 5 ALL SNAP OIFORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. Not To Scale PROPERTY ADDRESS 600 Mill Creek Drive CONCRETE SLABS TO BE COMPACTED TO 95% Southold NY 11971 RELATIVE DENSITY. 6 THE FOUND/DN CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTOIRS ZONING R40 RELATIVE TO INALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. REO ARC RAFTER (1)CS18 METAL 3. PROVIDE FLASHING AT ALL ROOF BREAKS, 7-THE ENGINE IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING �Cj� STRAP PER STUD w/ CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS EXCAVATION.UP�CEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL. (1)CS18 METAL STRAP PER BUILDING HEIGHT ALLOWABLE- 35 FEET (V 'A (1)SIMPSON H2A STRAP PER : (8)8D COMMON AND DECKS ETC.. / RAFTER w/(12)8d COMMON NAILS STUD w/(8)8D COMMONNAILS PER END 8-INSTALL,;nrION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. NAILS PER 12"END LENGTH _. ENERGY CODE N/A 4. DO NOT SCALE DRAWINGS. WALL PLATES 9 INSTALLED QNTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MINIMUM. ,k LOT COVERAGE LOT SIZE-17,860 sf 5. DESIGN CONSULTANTS OR RECORD ARCHITECT N�.9� 024g0`L STUD WALL 10-FOUNDATI4 EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. EXISTING COVERAGE ENGINEER ARE NOT RESPONSIBLE FOR THE OF NES HOUSE- 1,283 sf INSPECTION,SUPERVISION,OR ADMINISTRATION OF 11-BACKFILL SONG FOUNDATION WALLS IS TO BE CLEAN MATERIAL AND IS TO BE MECHANICALLY COMPACTED IN 6" ANCHOR BOLTS SHED- 124 sf THIS CONSTRUCTION PROJECT. FEDERAL, STATE LIFTS TO 9596 GAAXIMUM DRY DENSITY. Rafter/Plate/Stud ConnectionTOTAL EXISTING LOT COVERAGE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE 2 Not To Scale 1 (1,283+124) =1,407sf(7.9%) SHALL BE THE RESPONSIBILITY OF THE 12-UNDERPIN ESTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 CONTRACTOR. REBAR DOWELS PROPOSED COVERAGE GARAGE- 660 sf 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO SUGGESTED UfORPINNING PROCEDURES: COVERED PORCH- 117.5 sf MASONRY WALL FACILITATE CONSTRUCTION AND SHALL NOT BE TOTAL PROPOSED LOT COVERAGE A)UNDERPIN PF/,R TO ADDITION OF ANY NEW LOADS ON WALL. (1,283+660+117.5) =2,060.5sf(11.5%) CONSTRUED AS A CONTRACT BETWEEN BUILDER AND WALL STUD OWNER. B)EXCAVATE STALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. Drawing Legend: 7. THIS STRUCTURE HAS BEEN DESIGNED IN INFORM ARCHI:CT/ENGINEER OF FINDINGS BEFORE PROCEEDING. : _ _ _ _ _ _ _ Wall To Be Removed ACCORDANCE WITH THE NEW YORK STATE ENERGY C)UPON RECEI'NG APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTHI OF THE Wall To Remain ANCHOR BOLT CONSERVATION CODE. • 4'O.C.(TYPICAL) AREA TO BE Uf•IERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS New Wall 12"FROM CORNERS First Floor & Sill Anchors FRAMING NECESSARY. w 8. CONTRACTOR SHALL OBTAIN ALL PERMITS New Foundation Wall FLOOR JOIST a $ Not To Scale �� 3"No.8 SCREWS 12"O.C. D)EXCAVATE BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY WAY i�. -------- Lines Above BETWEEN SEC'�NS.ALLOW 7DAYS CURING. ------------ Lines Below ' WASHER(TYP.) F)BACK FILL AD REPLACE INTERIOR FLOOR AS NECESSARY. -•-------- Guidelines G)DURING THE,@OERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE - Fence WALL STUD 1/2"PLYWOOD MOVEMENT AND,R CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. Nail Sizes GLASS LIGHT WOOD-FRAME WALL 13-DOWEL TO E3TING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR 101 Door Tag CS18 METAL Header & Post Tie Downs Joint Description (common nails U.O.N.) Nail Spacing THREE FEET FRO NEW WALL. STRAP PER STUD w/(8)8D COMMON 7 Not To Scale ROOF FRAMINGVERTICAL RE-BAFN POURED CONCRETE FOUNDATION AS FOLLOWS: 101 Window Tag NAILS PER END PLYWOOD OPENINGS PLASTIC-COATED 8'-0"H.FDTN.Wk- #5 REBAR @ 48"O.C. Rafter to Top Plate(Toe-nailed) 3-8d per rafterPROTECTION;THICKNESS PERMANENT WOOD SCREW 9'-0"H.FDTN.Wl.L-#5 REBAR @ 48"O.C. Ceiling Joist to Top Plate(Toe-nailed) 3-8d perjoist ANCHORS DEPENDS ON WINDOW OPENING 10'-0"H. FDTN.%&LL-#6 REBAR @ 48"O.C. Ax�xx Section X, GLASS WIDTH(I) � Sheet A-XXX Stud Straps @ Second Floor Box Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap 3 Not To Scale Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap 1/2"PLYWOOD 14-24"MIN.SPCING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED Collar Tie to Rafter(Face-nailed) 2-8d per tie r X �� � Detail Tag Blocking to Rafter(Toe-nailed) 2-8d each end FRAMIN FRAMING NOES: �� / L NOTE: IN LIEU OF SCREWS, LUGS .. Rim Board to Rafter(End-nailed) 2-16d each end WITH NUTS AND WASHERS MAY THE CONTRACT08S TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO WALL FRAMING BE USED THE ATTENTION 0 THE ENGINEER PRIOR TO CONSTRUCTION. x Elevation Tag Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot WASHER(TYP.) CARRIAGE BOLTS 3 2 3 3 2 3 Top Plates at Intersections(Face-nailed) 4-16d joints-each side SEE WOOD FRAMING Stud to Stud(Face-nailed) 2-16d 24"o.c. DETAIL ► (2)2X GIRDER Header to Header(Face-nailed) 16d 16"o.c.along edges A 1.ALL LUMBER 1470 BE N0.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: x xxx x Interior Elevation Tag Cl 3"No.8 SCREWS 12"O.C. FB=900 PSl x Top or Bottom Plate to Stud(End nailed) 2-16d per 2x4 stud DETAIL A-TYPICAL ATTACHMENT OF Fv=190 PA PLYWOOD OPENINGS PROTECTION TO FC PERP, ,25 PSI WOOD POST 2-16d per 2x6 stud WOOD-FRAME BUILDING E=1,600,000 PSI I POST ANCHOR -2 16d per 2x8 stud '• •,.• :.y 2 1 2 2 1 2 Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blockin 2 16d 1'2 2.ALL LAMINAT:DVENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: g per foot ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION FB=2,960Ps1 (Face-nailed) FV=290 SSI CONCRETE PIER PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD FC PERP X50 PSI FLOOR FRAMING FRAMED BUILDINGS E=2,000)00 PSI + '•'f � Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d perjoist 3.ALL LAMINATEI STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Bridging to Joist(Toe-nailed) 2-8d each end FB=2,80(PSI Blocking to Joist(Toe-nailed) 2-8d each end FV=290 51 4 Deck Railing/Post Anchor 3 2 3 3 2 3 Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block FC PERP=140 PSI M E R Y L K R A M E R Not To Scale Ledger Strip to Beam(Face-nailed) 3-16d each joist � E=2,100,010 PSI a r c h i t e c t Gable Roof Plan: 10 to 45 degrees Joist on Ledger to Beam(Toe-nailed) 3-8d per joist Band Joist to Joist(End-nailed) 3-16d 1 per joist 4.ALL TREATED LLABER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW PINE WITH THE FOLLOWING MINIMUM METAL STRAPS Band Joist to Sill or Top Plate(Toe-nailed) 2-16d per foot SPECIFICATIONS: w/(8)8D COMMON SURVEYED FOR: ROBIN SOURS &JEROEN R.BOURS FB=975 P£ 2 1 3 EAST FRONT STREET NAILS PER 12"END ROOF SHEATHING LOCATED AT: SOUTHOLD,T/O SOUTHOLD, FV=175 PS LENGTH SUFF.CO.NY. FC PERP=55 PSI POST O FFICE BOX 6 8 3 Structural Panels LOT: IS DESCRIBED RAFTER 8d SEE NAILING SCHEDULE NOTE E=1,600,000 PSI 3 2 2 3 MAP OF: AS SHOWN All propos adnducturesshoess G R E E N P O R T, N Y 1 1 9 4 4 S.C.T.M.#1000-135-3 42.3 Gmensiare as oParns and progeny hne se backs BLOCKING d sign ovine and/orAchdecl 5.ALL BEAMS FARICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN Diagonal Board Sheathing SCALE: 1 -40' 6 3 I - 4 7 7 - 8 7 3 6 ACCORDANCE WI'H THE MANUFACTURER'S SPECIFICATIONS. 1"x 6"or 1"x 811 2-8d per support m k a r c h i t e c t c o m RIDGE BEAM 1"x 10"or wider 3-8d per support 6.ALL STRAPS,C(tNNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED INGS ARE DE BY SIMPSON UNLESS INDICATED THERWISE. ALL CEILING SHEATHING cfiN'1144 CONNECTORS,STPPS ETC.ARE TO BECONNECTORS,STFAP ETC.ON THESE DNAILED/BOLTEDAIN ACCORDANCE WTH THE MANUFACTOURER'S SPECIFICATIONS. Rafter Straps 2 1 1 2 Gypsum Wallboard 5d 7"edge/10"field pto7.ALL FLOOR SHEITHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SfPAN RATING 5 oqOF 48/24.FLOOR 91EATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6 O.C.EDGES ANDI 12 O.C. Not To Scale s °r`h FIELD). WALL SHEATHINGStructural Panels 8d (see table 3.9) p,,, �°o8.ALL WALL SHEATiING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL BE NAILED WITH IOD WOOD BEAM Fiberboard Panels ca ge .Ppz`'° COMMON NAILS 6"D.C.EDGES AND 12"O.C. FIELD. •� STEEL PLATE ' 7/16- 6d 3"edge/6"field � 9.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. BOURS RESIDENCE 3 2 2 3 25/32" 8d 3"edge/6"field 600 Mill Creek Drive o F AME! 10.DOUBLE JCISTS 4RE TO BE INSTALLED BELOW PARALLEL WALLS. Ills .' Gypsum Wallboard 5d 7"edge/10"field Southold, 11971/ RA4 °w�. - STEEL COLUMN Gable Roof Plan:0 to 10 degrees Hardboard 8d (see table 3.9) o 11.13LOCKING'S TOBE INSTALLED AT ALL POINT LOAD BEARING POINTS. Particleboard Panels8d (see table 3.9) Diagonal Board Sheathing Y 12.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED OTHERWISE. o Lu ROOF SHEATHING NAILING SCHEDULE 0 LU 1"x 6"or 1"x 8" 2-8d per support 5a p,a. v 13.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE 304 OR 316 1"x 10"or wider 3-8d per support , Propos e _J STAINLESS STEEL. / Coyeredd r J_ Zone 1 Zone 2 Zone 3 FLOOR SHEATHING Porch 14.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. --'- - -- �a rgX�OT 42.3 T - Structural Panels ° s FIELD 12" STEEL STEEL COLUMN O.C. 4"O.C. 3"O.C. 1"or less 8d 6"edge/12"field R I greater than 1" 10d 6"edge/6"field N 1. ALL STEEL IS TG BE ASTM SPECIFICATION A-36 I ` a Site Plan STEEL PLATE EDGE 6"O.C. 4"O.C. 3"O.C. Diagonal Board Sheathing I 1"x 6"or 1"x 8" 2-8d per support 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. .. ,' N7g� ALL 1/2"EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED WITH 8D COMMON 1"x 10"or wider 3-8d per support ""�v All Drawings Printed on 11x17 CONCRETE PIER NAILS-2 1/2"X 10 1/2"GA.,PATTERN AS INDICATED ABOVE 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. r Scale Is °Scale Above �Aa Pape S I 50°/ S I 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed ps 00 • a FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING 3"on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE M/<< 0g 4 �r c SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. CERTIFIED To CRFFKDR PLANS. ROBIN SOURS&JEROEN SOURS CHICAGO TITLE INSURANCE CO. 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall beermitted (TITLE#C15-7474-16196) p WALL ST FEET MORTGAGESANKERS,LTDDBA. proposed FILE#500593 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN to be reduced to 1-16d nail per foot. POWESFEXPRESS Forks-,7-2SUPPORTS. 6 Porch Beam/Column Anchor 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AIISC 0 O O WILLIAM R.SIMMONS 3RD.L.S.P.C. STANDARDS. Simplified Roof Sheathing Nailing Schedule 128 CARLETON AVE,EAST ISLIP.NY11730 Not To Scale 9 Not To Scale PH 631-561-1688 FX 631 581-1691 5.ALL WELD JOINTS ARE TO USE E70M ELECTRODES. 1-1-15 1 SC" 1'.EO DRPWN BY FS 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. © 2017 Meryl Kramer Architect All Rights Reserved &S-cSite Planale: 1" = 40 ft GABLE ROOF DRAWING ISSUE DATES 40'-0" Client Review Set 4/8/16 Disapproval 5/20/16 Revised Design 11/11/16 13'-0" 14'-0" 13-0" Permit Set 3/3/17 Construction Set 00.00.0000 7: 1• 1 7 i T.. 1 Y. T. 7. . :_. l. E ...;. '..7_.T.. ..t..:Y._7.. i.'7 7. :_ ------ y 7.. ._:.. 7 ,.'f -7 I Y:7. T` .., T.,rY .Y. Y v...Y,_ .Y L ' Yr r _Y _r.. _-I_.' 7 , : -Y x -...ys . _ _ _. _- �_ _;., 'a._ :_ �_ _ V_.. 1 rte_ 7_ �Y_.. T.. - T. Y.:! Y. 7.,,_:.. ._Y. _,:_ -(.v.:7..,.:.;._.T. _ ::. _ — ' L. T;.i 7 ...7. y:a Y 1 r. .. __ 1... 7.., t_ 1"`7 REVISION r.Y.r ..: : . r,..:: .r r �_I.. r.. Y...r.... I,. Y _r: . 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IPE DECKING , LO 0 _ : D DrawingLegend: _ ......_,_ ...,_. .. i , -, - - - - - - - - Wall To BeRemoved ^, � rx 1-_� lr):_ 1.. ._ .._ J.:'_L �...,. _. .`:�_ :1T...i I_ - - - - - - - - o e emove 7 7i -[ O 81 Orr Wall To Remain 1 3'-7" 2'-10 1/8" I 13'-7" 13'-7" I 2'-10 1/8" 3'-7" New Wall New Foundation Wall CE CL -------- Lines Above SHED ROOF 10'-0" 20'-0" 10'-0" ------------ Ines Below Ilk ---------• Guidelines WOOD DECK 6x6 POST — — — ---- Fence WRAPPED IN VERSATEX WHITE(TYP.) 101 Door Tag Roof Plan First Floor Plan 3 Scale: 1/4" = 1'-0" 2 Scale: 1/4" = 1'-0" 101 Window Tag Section X, Sheet A-XXX Detail Tag .,,;i ,s..• i..a a'. 'a. ..+. ,r...-•»- �, •ror.�•;.w„% .;..t.-.:-w.. .,e.', .:es..” e 7 F- 4 i.: F_ y. x I II below Elevation Tag ae-cf head-casing-abs——— 1xTRIM BOARD >I I I ( x xxx x Interior Elevation Tag w EXTENSION JAMB O DROP T.O. FOUNDATION WALL DROP T.O. FOUNDATION WALL O x TO ALLOW FOR OVERHEAD DOOR ?0 ALLOW FOR OVERHEAD DOOR I I I z 0 a l I 4"TH.P.C.SLAB I I CL o 2x4 INTERMEDIATE POSTS a) w/6X6 10/10 WELDED WIRE MESH I I a � ON 30 MIL POLYVAPOR BARRIER U_I ON CLEAN COMPACTED SOIL,TYP. I luj wo ' A Uj DROP T.O. FOUNDATION WALL I I TO ALLOW FOR DOOR I I M E R Y L K R A M E R PLYWOOD SHEATHING � i:' � a r c h i t e c t r, x>+ :X'• p:: .,r•'`ce•';<': o- fr'C. ':.r+: a::,.L,., :'vr'.'�`.„v` " „q- 3/8 5 1/2 3/81, 1x6 EXTERIOR TRIM BOARD I -N€W-EW »:•,,.•, _ „• ,',.. •. ACQ-L€BGE�G-T$t�fhfi}OI�- —I SHIM SHIM o'(n w/ 1/2"GALVANIZED LAG BOLTS @ 16"O.C. 213 EAST FRONT STREET WINDOW R.O. WINDOW R.O. ; < o Uo PROVIDE COMPOSITE SPACERS woo > N NEW 6x6 ACQ POST I x -, = w0,o ��i POST OFFICE BOX 683 M SET ON I2"SONOTUBE ; � � � � 0 < -gym GREENPORT, NY 11944 SET 36" INTO GRADE ;_ z o @ __ NEW(3)2x6 ACQ GIRDER _ - ON 18"x 18"x 12" FOOTING r 1 ., F-�1 6 3 1 - 4 7 7 - 8 7 3 6 36" MIN. BELOW GRADE �——_ —_�_ _--_--_—} .. —_ _--_ _—__ f—_ --__—__—_ _-� `CJ U w/(3)#4 REBAR EACH WAY J L_-J L J L' J L__J m k .a r c h i t e c t c o m Plan Detail INTERMEDIATE POST 10'-31/2" 5'-5" 4'-31/2" 4'-31/2" 5'-5" 10'-31/2" 4 Scale: 40'-0" Ilk WINDOW , BOURS RESIDENCE oundaion Plan NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO WIDTH RO HEIGHT GLASS & REMARKS (D_F Scale: 1A = 1'-0" 600 Mill Creek Drive DIVISION Southold, 11971 A 2 ANDERSEN (400 SERIES) A551 Awning White 5153/8§ 2105/811 B 4 ANDERSEN (400 SERIES) WDH24310 Double Hung White 2'61/8" 4'0 7/8" C 3 ANDERSEN (400 SERIES) AW21 Fixed Glass White 2105/80 2'4 7/8" Proposed Garage DOOR SCHEDULE Floor Plan All Drawings Printed on 11x17 NOMINAL SIZE OPENINGS Paper Scale is 50%Scale Above NO. MANUFACTURER MODEL NO. TYPE WIDTH HEIGHT RO Width RO Hei ht Thickness HARDWARE REMARKS 1 SIMPSON 36812 SwingBi-part - Pair 2 2'-8" 6'8" 5'5 1/2" 68 3/4" 1 3/4" T.B.S. WATER BARRIER TECHNOLOGY 2 CLOPAY SERIES ONE DESIGN 12 REC 14 WINDOWS Overhead Garage 9'0" 7'0" 9'1 1/2" 7103/411 1 3/4" * DOOR OPENER STANDARD WHITE 2 CLOPAY SERIES ONE DESIGN 12 REC 14 WIN DOWSOverhead Garage 9101, 7'0" 9'1 1/2" 7'0 3/4" 1 3/4" * DOOR OPENER STAMDARD WHITE G- 1.00 * LIIFTMASTER 8558W "ELITE SERIES" 3/4 HP AC BELT DRIVE WIFI OPENER © 2017 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Client Review Set 4/8/16 Disapproval 5/20/16 Revised Design 11/11/16 Permit Set 3/3/17 .... ..... ..... j Construction Set 00.00.0000 77 T -j ___J. . i . ! -j 1�T-1.__1 )_ REVISION DATES __; , T ARCHITECTURAL GRADE ASPHALT SHINGLES T A C t i I il �-,­ARCHITECTURAL GRADE ASPHALT SHINGLES 7 T T LL _a_ J_- GAF"TIMBERLINE ULTRA HD"SHINGLES GAF"TIMBERLINE ULTRA HD"SHINGLES COLOR TBS J­ J J COLOR TBS a J. r _:._1-._._..1...__._.1..,x..-C ' J. L. 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A 71� H I I �Ie TI ill I I IL J-1 I r I I It N EV l'i F T­ L 1 11 L Li —T� IIJI I ['''I IL1T� I t t I.I 1 11 L P 1 Ilk 111 1 k Ill L: Lli J94 \A—POST& DROP GIRDER WRAPPED IN VERSATEX Drawing Legend:(TYP.)�e �E1�Vafi��� aS Elevation Wall To Be Removed_Scale 1A = 1 _O� Scale: 1/4" Wall To Remain New Wall New Foundation Wall -------- Lines Above ------------ Lines Below Guidelines Fence Door Tag J L Window Tag 0 12 t 12 Section X, LL a) LO Sheet A-XXX o C.0 12 12 Wn 1PI 11 C: + Detail Tag "I 'lli...1 :1 _".li_..�`,(T.II "j1[Il :i.]' .1,.(1.. .1;;.[`":11 _ _ i� 1 i, N W 2x8 COLLAR TIES @ 48"O.C. E 1T_l LT qTj T 1 _y 11 1x6 VERSTEX lL 7 FASCIA& RAKE TYPICAL NEW ROOF CONSTRUCTION Elevation Tag JL -ARCHITECTURAL GRADE ASPHALT SHINGLES GAF"TIMBERLINE ULTRA HID"SHINGLES TEO DUDE COLOR TBS x x x Interior Elevation Tag PRE- DIPPED -30# BUILDING FELT <6> P[I �i I CEDAR SHINGLE SIDING -5/8" PLYWOOD SHEATHING x C2 -ROOF RAFTERS 0 16"O.C. 12 4.5 NEW(3) 2x12 ACQ DROP GIRDER -R-22 BATT INSULATION STOFMGE -5/8"GYPSUM WALL BOARD WRAPPED IN VERSATEX CUSTOM MADE WOOD 3/4" PLYWOOD IT ATTIC GARAGE DOORS TO Plate 'NEW 2x8 CEILING JOISTS @ 16",O.C.:"'111'1'' T — —-—-—-—-—-—-—-—-— —-—-—-—-— -—-—-—-- 8"-4" JWX 5/8"GWB--//� VERSATEX FASCIA(TYP.) _�NElevation NEW 1x6 VERSATEX FASCIA& RAKE M ERYL KRAMER North 1 A = 1 0 (TyP.) a r c h i t e c t VERSATEX SOFFIT&CEILING WP4 T&G PROFILE NEW VERSATEX SOFFIT (TYP.) I IWHITE 213 EAST FRONT STREET POST OFFICE BOX 683 TYPICAL I NEW 6x6 ACQ POST GREENPORT, NY 1 1944 IZ- NEW EXTERIOR WALL CONSTRUCTION WRAPPED IN VERSATEX 6 3 1 - 4 7 7 - 8 7 3 6 -WHITE CEDAR SHINGLE SIDING MABEC-FACTORY STAINED(2)COATS GARAGE COVERED I m k a r c h i t e c t c o m COLOR T.B.S. -30# BUILDING FELT PORCH I I -5/8" PLYWOOD SHEATHING SHED ROOF COVERED PORCH -2x4 WOOD STUDS @ 16"O.C. -R-13 BATT INSULATION T I _ i'i 1 1 tiv 1 ;-UJ Q - -5/8"GYPSUM WALL BOARD-PAINTED C Ili i, t I-L - 11L T,`� -1 PRE- DIPPED -jftyF NEW(3)2x6 ACQ FLUSH GIRDER CEDAR SHINGLE SIDING un F TO Fo clation Wall — —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— -- - - - - - - -- - - -—-—-—-—-- T 0.Garage Slab. _7 71V 4' 1 .......—-—-—- IPE DECKING BOURS RESIDENCE O.C.- A,! —-—-—-—-—-—- —-—-—- 1 [1 lij A I 11ii 011 NEW 2x6 ACQ D.J. @ 16' 600 Mill Creek Drive T 1 x6 VE RSATEX J _11 ILL -! I- Ti T11 Southold, IiWi I �Jlj FASCIA& RAKE 8"GRAVEL HI r i! E _7 T, POST & DROP GIRDER NEW 8"THICK P.C. FOUNDATION WALL C2 �_WRAPPED IN VERSATEX SET ON 8"x16"P.C. FOOTING WHITE (TYP.) SET MIN.36" BELOW GRADE NEW P.C.SONO TUBE TI �T Proposed Garage —All ill =-1111_1HIII NEW P.C.SLAB ON GRADE— & SeMon Elevations All Drawings Printed on 11x17 Paper Scale is 50%Scale Above WOOD DECKIG JE'Elevation till IIII Ill Ill Ill till I I till till ill Ill till Ill [Ill Ill Ill till till Ill 1111 till till till ill CiUlt� J�p _� A Scale. iAi jn Section B I c ,Ci _U Scale. 112 1_0� G-200 (9) 2017 Meryl Kramer Architect All Rights Reserved