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HomeMy WebLinkAbout41453-Z Town of Southold 3/20/2018 P.O.Box 1179 53095 Main Rd �0P' „ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39560 Date: 3/20/2018 THIS CERTIFIES that the building ADDITION/ALTERATION 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. 41453 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: FRONT COVERED PORCH ADDITION PER ZBA DECISION#6985, DATED 11-17-2016, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Bours,Jeroen&Robin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41453 02-06-2018 PLUMBERS CERTIFICATION DATED ut ed 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#: 41453 Date: 3/22/2017 Permission is hereby granted to: Bours, Jeroen & Robin 12 Hemsley Ln Great Neck, NY 11023 To: to make additions and alterations to an existing single family dwelling as applied for per ZBA approval. 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: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $247.20 CO -ADDITION TO DWELLING $50.00 Total: $297.20 Building Inspector 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. h 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, Businessr) $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. "✓ ' e ' 14 New Construction: Old or Pre-existing Building: vl'** (check one) Location of Property: 6 Q0 Mill Creek Dri've o4o House No. Street Hamlet Owner or Owners of Property: Ro6r 5ouc S zecoe n 1 n�. 750 v r t Suffolk County Tax Map No 1000, Section 139- Block 3 Lot Subdivision Filed Map. Lot: Permit No. 4 I q53 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 ignature �o,\\pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road cnFax(631)765-9502 P.O.Box 1179 roger.rich ert(a)-town.southold.ny.us Southold,NY 11971-0959 -4 CoUN'i`I,� 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#- 41453 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 Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Ll Other Equipment: Front Porch Lighting Notes: Inspector Signature: Date: February 6, 2018 0-Cert Electrical Compliance Form.xls OF SOUlyo o ,�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION IV FRA G / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Ih Sli/W�k Air DATE INSPECTOR J SOUTH o� o � 6 oycoUNf'1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 V-)Ift ✓ 61, Vztkt C--� r , DATE 1 9 INSPECTOR pF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ ] 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 �� �0 INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) y ------------------------------- 5: FOUNDATION (2ND) I ! Mane o . ROUGH FRAMING& , PLUMBING y � r INSULATION PER N.Y. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS. L^ m � O Z H x d 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. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application F1oodlermit Examined )_,20 Single& Separate Storm-Water Assessment Form Contact: Approved 220 Mail to: Disapproved a/c EPT� r t O �1 Phone: Expiration ,20 (� Buil g.I s ctor c�cae D -�� -;•, :, AP KATION FOR: ILDING PERMI-T MAR 1 0 2017 - -- - -. _ . _ _ i " • ;�^ �� • �, Date'- .S0 20 ICO DUE,DING DEPT- INSTRUC ON be completely filled in by,typewriter or nk 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 a 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 thi's 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 usedin whole or in part for any purpose:what so ever until.the Building Inspector issues a Certificate of Occupancy. J. 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'1.8 months f bi 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 othef 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. i ure of applicant or name, if a corporation) Pn 60V PQcL 999 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Robivu and- ",Jerow 1�orlco- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title ofrcorporate,officer) ; Builders License�N.o.4't;'�"Ds�?hr Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet J� r County Tax Map No. 1000 Section, 3 Block Lot 4 !2 •15 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 PWOLL-W& b. Intended use and occupancy oY 3 of 3. Nature of work (check which applicable): New Building!' Addition ✓ Alteration Repair Removal Demolition Other Work �l (Description) f 4. Estimated Cost To be paid on'fling this application) 5. If dwelling, nuN number of dwelling units umber of dwel units on each floor If garage, number of cars ,a:,,• �A, 11 6. If business, commercial or mixed occupancy, sieei fy nature and extent of each type of use. 7. Dimensions of existing structures, i any: Fro"Tear $.� Depth I. Height 2 �jt- Ver of Stories 2 �! Dimensions of same stru. ,�C'vi ith alterations or additions: Front �J� _ Depth -- 'Heigh - Number of r p 9ht 2� � I 8. Dimensions ofZe' � r construction: Front 5 Rear Vppthf� .� Height Number of Stories 9. Size of lot: Front Rear p Depth o KvfoT 10. Date of Purchase Name of Former Owner 1'1. Zone or use district in which premises are situated •�D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES V-1'NO 13. Will lot be re-graded? YES NO ✓Will excess,fill.-be removed from premises? YES' NO "IN +JXfzo�w 12 06LA%LEY W 14. Names of Owner of premises P.Aup,,s Address QRyeAT l F4: k,4 NY Phone No. Name of Architect MEg.YL KR,A W24Z- Address Pa Box(083,4WNt ne No ' 41-1' 51 b(o Name of Contractor Address. Phone No. 15 a. Is this property within 100 feet of a tidal wetland or'a freshwater wetland? *YES NO V ;I * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE REQUIRED. ii 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. 4 18. Are there any covenants and`restrictions with respect to this property? * YES NO i, * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSI ) being duly'sworn, deposes and says that(s)he is the applicant (Name of ndividual signing contract) above named, CONNIE D.BUNCH (S)He is the Notary Public,State of New York No.01 Bi-16185050 (Contract , Agent, orporate Officer, etc.) Qualified in Suffolk County Commission Expires April 14,2_0`10 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 is day of i >.20`j }� i; Notary Public '.., i ignature 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 111, 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 family ZQt permitted pursuant to Article XXIII Section 280-124 which states that on lots measurj2gfess than 20,0Ns<re fee in total size the minimum front yard setback is 35 feet. Following the proposed construction the dwellin willve a front yard setback of+)2 eet. ut ed ' Cc: File, ZBA BOARD MEMBERSSouthold Town Hall *QF $D LUTY 53095 Main Road• P.O.Box 1179 �eslie�Kanes Weisman,Chairperson � O !p Southold,NY 11971-0959 Eric Dantesi[ Office Location: Gerard P.Goehringer C/31 Q Town Annex/First Floor,Capital One Bank George Horning �0 O �O 54375 Main Road(at Youngs Avenue) Kenneth Schneider �'�CQ�My,N Southold,NY 11971 http://southoldtown.northfork.net D � ONING BOARD OF APPEALS R—CEIVED D TOWN OF SOUTHOLD Tel.(631)765-1809• Fax (631) 765-9064 4 v' NOV 2 3 2016 NOV 2 1 2016 FINDINGS,DELIBERATIONS AND DETERMINATIO G DEM MEETING OF NOVEMBER 17,2016 TpB�DFSOUTHOLD oulhold Town [16ZBA FILE:Mp NAME OF APPLICANT: Robin and Jeroen Bours PROPERTY LOCATION: 660 Mill Creek Dr., Southold SCTM# 1000-135-0342.3 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated 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 Hasham_omuck 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, November 17, 2016 #6985;+Bours kTM 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 4267-b(3)(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 4267-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 §267-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 §267-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 267-13, motion was offered by Member Schneider, seconded by Member Goehringer, and duly carried, to Page 3, November 17, 2016 #6985,8ours SCTM No. 1000-135-3-42.3 DENY as applied for an accessory garage 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 and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3)consecutive one(1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopted (5-0). Leslie Kanes Weisman, Chairperson Approved for filing /2016 Scott A. Russell o10su.k S'7C'OR. M[WA ' IE]k SUPERVISOR - AWA NA\tGi]EMIE1vT W SOUTHOLDTOWN HALL-P.O.Box 1179 � Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 �l 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. ❑� 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 YFS 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 witF—your Building Permit Application. APPLICANT, (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. *: 1000 Date ��✓-��— 'J'District NAME. I t ! ��.3 Section Block Lot FOR BUILDIN USE ONLY**** Contact Information �" Reviewed By: Da,e: Property Address / Location ofConstructionWork: — — — — — — — — — — — — — — — 6�� 1�`�� C8e k lih JP Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Soulkeld AN 11171 Stormwater Management Control Plan is Required .(Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 �f t .'sk Town Hall Annex Telephone(631-1802nex � �=, - '. y ; P 54375 Main Road �'� -� Fax(631) 734-9502 P. O. Box 1179 0 Southold, NY 11971-0959 BUILDING DEPARTMENT. NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED. WOOD CONSTRUCTION AICD/OR TIMBER CON'S.TRUCTION Date: Owner: Ro6l'n oe6 Location of Property:. (;OD rL� 111�ce�?k_ D�,_,,� .�� ho�d_- Please ke notice that the (check applicable line): New'residential structure Addition to existing residential structure Y y: Rehabilitation to an existing residential structure , to be constructed-or- performed at the &abject property_r°efe.Fence above will atilize }. (check applicable line): Truss type construction (TT), _ Pre-engineered wood construction{PW) I Timber construction (TO)., in the following location(s)(check applicable line): Floor framing, IncludOg girders and beams (F) Roof framing (R) floor and roof fro ing (FR) Signature: -Name .(person submitting this formMlpr Capacity(check'applicable line): .. I Owner i _ . Owner representative r TrussResRegl5_docx Effective 1/1/2015 l 6" DIAMETER ` REFLECTIVE REO "ROMAN ALPHANUMERIC } '-'P14NTONE - - — - -- -'-.-.DESIG14ATION-OF,CON STRUCT 1014 -• ; (PMS) tf187 = TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 24' MIN. REFLECTIVE WHITE 112" $TRQKE' -----�--��- • •• •- •�o�'§tonii��`ri�i�ai�'�t+tibc�ii�t ''•~-. -= -•---= -----_--- -- - `' -- i 0OMPONENTS THAT APWOF TRUSS CONSTRUC•CION "'F" Ft00R'FRAMING�,fNG�:UUING '-- GIRDER�S►�CN11 B- S "R ROOF FW Mr G., "FR" FLOOR AND ROOF"�RAMII(QG_ '' ' z. -TRUSS IDUMFICA-11ONSIGN II�Pt�AI�iCE Vilti;1'9 E` 1CRR# ART': 2f � wrmsaXE" mss"ol�rsia i DCAl1/P[�TRDSS IDF f�lE(cknCN S(.GN DATE 0 MOW�— ~ NEW YORK STATE DEPAkTM`ENT 'QF S' TATE :-; DIVISION OF CODE ENFORCEMENT �r:.cEl;�r•.a�wn: AND ADMINISTRATION o��pF SO�ryo 3A, Town Hall Annex JR Telephone(631)7651802 5 G � 5 outg N) 015 oger.richertdr ny us D FEB 2 6 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD TOWN OF AISMOAMON FOR ELECTRICAL INSPECTION REQUESTED BY: P00/rl2s�r Date: 02 -05 Company Name: promqSIV4 c5cc r10, Name: Qvs& Lope-z• License No.: 59226 - AI-E Address: P 0 Qpy. Ins 6feenpor y Phone No.: e ;�-3 - S9 3 q�t :�- - JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 6 6 D i/ cG 50 v n *Cross Street: *Phone No.: (,3/ - Z 6 2 -3co me or. Permit No.: s Tax Map District: Sec ' Block: Lot: *BRIEF DESCRIPTION O WORK(Please Print Clearly) ' • U 2� (Please Circle All That Apply) *Is job ready for inspection: YES/ NO ough 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 4�0 SURVEYED FOR: ROBIN BOURS & JEROEN R.BOURS LOCATED AT: SOUTHOLD,T/O SOUTHOLD, SUFF.CO.NY. LOT: IS DESCRIBED MAP OF: AS SHOWN All p Allrop osed 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 'r=20' design. M/44 s 682 CR F o �R 3 .o Bldg Dept copy from ZBA Dc P Final reviewgd cLoysments 3 ropOS (0 6J �°' ZBA File # g/ Porgy@roa d Date o 11 � 8s sq oh N'Ll(w eO�C�I� r N11'� 1trC,CeSS� N � m Grr ec/ ^ l a o w7 a9e/Stogy �o a 254 2 mps age l rarnp 50 / 537 / N F��ORY 8.0 / E Dwt. �_ - - - - � -- a ---- 247 � - - 01 4 u �oo'2 m o / co r / 3 ramp N lo- 15.0. O15 0 3 0x8 Cv / / s/ate Plat. roposod 3 J l l� porch ed 1 story 2 41 T `oT 42.3 o `OT AREA=17,95j SQ.FT N co / u) o, w / N 75 20'00„W L51 •oo MCC CR 109.00 CERTIFIED TO: ROBIN BOURS&JEROEN BOURS CHICAGO TITLE INSURANCE CO. (TITLE#C15-7474-16196) proposed WALL STREET MORTGAGE BANKERS,LTD DBA- work 5-17-2016 POWER EXPRESS FILE# 50593 WILLIAM R.SIMMONS 3RD.L.S.P.C. �o'i?ti �Is EDATE. ARLETON AVE, EAST ISLIP,NY,11730 1 F o eoq ��'/��6 tis `37 ��, PH 631-581-1688 FX 631-581-1691 R�O Fa ��rd o SVP F'9p 2015 SCALE.1"=20' DRAWN BY.E.S. i ' I1RIlWIHBSSUEDATES C[enlRoAm Set 1/8/18 I _ Can Cul Dbm l4winRSet 00.00.0000 bV17Wad EROlbar 00MA000 Pemu't Set 00.00.0000 Cent,w7lon Set 00.00.0000 REVISION DIM _ 1 -_ it I_IY.1L Ii T _ILS Bldg Dept copy from ZBA 1 iIT ul, l u l L. Fin r�I-� i I BAI reviewed o uments Z .1� `_I File# 1P4 - 'ter 1= _ — - _ r: ✓ Da -'�T=---- —�• -',�'!�t!_ '"'-�Y'r_T_T,.—._�T�_>n_., 1=-F,'-r':'�' _:S_ � ! t- - =`=-'��-- r`�'_y},_-, "�`:-.,, - -.•. te: / -__=�`_ -- "•y-�-L� i`L- - -- - 1�'�I(�t I:l r 1 y- -:T_ ��''_-�`y_"� '- 1 ,"'4- _ -�-��~--='�;=:�-_-� 02 ';y __ ��^•^:-`-- t ill 1-� i IITjI -' T 'II II1 IT'Zr .I _- =-r_-' �11,f T`=`'+' -_ - - - ,,1! 1 1 I III 1!1Y T__STT__ ,I�" r�-a5�ll t• , a r..:l..... _— _ i t I I�-'L � it 11 i PROPOSED COVERED _�'r/—w• �—-- 'i�(�:1�_},I,•-LiI�1�I i�1 ;�I-'• i�I lrt(ij�L!T.� _ _ ---_--' iii ?tI� IIi �T�ii_ T.. 1_ 75 PORCH 1_f'-I' "�,-_'::--�.t•_-'tr-'\-:-';_-r.--'\,r-�'\-_r•�;� -=` I.t i ,t _ . -� .'-•r. ---.- 11 J_ �.._L�_ _-_�--�-_.�--�� -t iC!l�l - i` -�{-�'If LTi � 1! f i -~ 1 1 LtL_ L.J1_ 1 1 l._L -L1 JL 1 y t ?f T 11. T7!1 I I T rl' Til tT:ITrI ii 1-II I. I I J! } 1'11 T!14 �I! LI 1( T,T T T r i! -IT- EXISTING HOUSE ►t !11 -j I _!L_11 li i; II r! II�. ;1;Ij „ I I I I!I-._(_1 L���{ 1� 1 (�� (1✓ 1;1: i �L u l'ii. 1 11 11(i v 1 I, 1, ''.,tL j! ,I;r I T I 1 I�(1-li If if I r I�! I -T I fI f-! (iTI'5f i i I�IT (I L 1 ji-Tj DteMA1�E.6®E0<C LA��I I 1'L ILS II' j1 Ijl i _II !1 :il I_ i I I 1 II I 1 IL_IIJ I,II, 1 ll I _!-U�i! (�-li-!1_l.i�L '�.LI ILLI ______ I T(- I 11 II H; 7-`�-1 -TV'-,,i I iii'f :i�Ir l�lt. ,� I 1 I 1 T 11 11 I�T�I 1 1 I t I T�II T(-W� ------ 1 L IL I y i �! II -(i-J jj1_IL 11 i 1 !1' I 1 LI .,i I. .11_1 Li ' 1 I�il _ : WaO TOM Removee �� � � y� L 1_ _r l 1 CI'C } u_ j 1 _L!i' i(<._t ( 7 I- _ µ"-!' t i! II. N 11 l 4 _ � waa To acme I ' �*� I 1, l ! ! l i I•� �-1"ire `� ' �p `-i 1, I l :1", 4 i S N"Waa - Tr�rj. r" � r' ` �._�j�. r L �j 4rr-yr_ T'ii i° fi ft�1', 1 I i Tll 'I- 1`I f-'�ifI�i Y,'l--T�,Ti' 1 ili l�l'0 f l f 1 !I f Nawwwasuonwu II II II I li 1 1 11 I I I I I I !I !II II li(i!I! I i I! I I I I I I t''I III} I 11`11 II! I !i LI LLi! LL li li iLI l ij I n4JJ I 11_ ti��1 I ! --1y I .I?T'-TI'-IT'TTI!ii`Ili itT11 4i-�('�"t�l l'-TI 11 iT1 '-�'1 I I ,',; I 1 �i i]:TI�I�I i Tl-r Ui'I`t'U -------- unea�eove u jL I. L L I 11. ? l fjt 1. I rl!1 1p IL j J: 1j1_R_1�1.i_L1' 1 Ij� 1 Ll 1 ! I I Il 1 __1 .7 _i 1.=1i..lL J._.IL Il L L!'_L ------------ Una eelow �7 L( 't �f ttI Jj, (�jI { ` J) LI j A'I L T i �� (t_ [j NEW STEPS As Z[.s_L. t__.-.(�-t L-1 � 11_i! _.4i_.0 C:I _!!_G,I_-.�.L.t>rj-i i,.�l.l..!.-.5_t�-iL.I LI .._ IJ.1 -,U-..':l-!1�1 -L!, 1 :,11_-U�z.1.l. l-...�l-_l -.-.-.-- CwkWw REQUIRED �------- .. .: _..-..-..-_ Ferat -- -- w7 Door Taj l ut ,YYWwTaj I 1 saw.X. WEST ELEVATION 1 0 D wTaj EAST ELEVATION 2 Scale:1 4•=t'0• ! Scale:1/4•=t'-0• Flaratbn Taj I J� x(�x kAeft Eimfien Taj fix/ I ..1,_..il 11f.I 1 t -I�Jf i I I:LLL'--I�I,1 1 I III I!-' �ti I`I�II Ili 111 II yillly 11.i' IJiIIT1I}�,(I If � 1 I1-1 t I I 1!, I _ IM [ R T L R R a N [ R 'L- K1—I1 '�IT E705,ING HOUSE T -!7T-=.=�-•,--"_'1--.-`:.-T._-._--_..�T Wiz.._-.__ _ _- __ _ _ _ _ -__ __ -_-____ _- - _ = 4 �,�' I -f-•- Y-^� i7 '-�Y:-"t t �r-!Y i-•- IllI ITREIT OF ONTBOX 6a7 P ST ICE ill Ali I L :.:__ - III I II ���'_r :. I, GREENVORT NY 11911 NEW ASPHALT ROOFING SHINGLE TO --_- =_-.��_-�_-- I: 111 Il 14 I?..1LLi,_ JJ i 1- __sem- _�-���_ c_=::1_;= _== MATCH EXISTING 1!,�..t- - - _ __ --__ _-_ 6 7 1 i 7 7 [ 7 7 6 . -..-� - -NEW GABLE PORCH ROOF END /_..�_. --� :V_: --:;:.:,_'.`'' '►-��T T--- _ -T:Y'r�;-"�-J`; -,�___- c n I I e c I c o m WALL-SHINGLE SIDING !•--^ - -- --.s-Y'=�-�-_ - =_T: =c:, „`''r= - 'ITf iT i!i'L _-•:('!tl I.. L!LJ �' .J I_11, T--I!_ L �JTLI,r t rel`Jr1 Lt "T ,1L 7-'4- 7 �Y T' T_ ■ T-"( .i NEW WOOD POSTS I ! T_".I I-I PROPOSED PoRCH `5-iTil ,IIII: I' I 'il I it t 11:1' 1T 1-�- l tl tllR D'T 1 I I! 1 ! y n1' 1 L rr_7 i 1I J: 1 r 11 t Ilrn�i Yi 7: rl�l 1Ii 1 I I ! I I I I 1 I i I 11 1_1 1 ! I 1111 1 ,! I1 1-i t 1Ell -71 m-[li i JI-i rn 1—t— r I a 111 T i BOORS RESIDENCE I_I �1�� I II Iy�:!_i II 1111 i I!I� I� �� t II I 1l � iI I I! I1 II it f1I J l l i-(i 1 1! ! 1) iTl i 1T T,11i1' i- I '-"-,"'ll" ':�If`i i`�l 7-Il-Iili"-i 600 MITI CMek MIN l �l S 1 !�' Y1_] L ~! 1 I I _ 1111 1_IL;�J1 ISI'-f (` a Il="11L.�' 1.1" w Southold,11971 I i i'f-!I ! 't r f i I !'. 'r) r r``l;•1 f L ' if, I(' . _ .. .. 1 5'�' 11'•5' S'A' ` I 1 2T- 1 � I I ftWoseO BMUM NORTH ELEVATION ��� PROPOSED PORCH PLAN R[OwS=Ieis50 eon11R17 t scale:Ira•=r-0• t�J scale:4 =r-o• vaxrsobl:SoxS abAtwRe A-201 O 2015 Meryl Xra er ArChUM uRaer.r t APPROVED AS NOTED DATE:1)22- "''' B.P.# FEE: 2`1"1 Z0 BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR, POURED CONCRETE. 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C 0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA S OARD I vL J IV IS�E�S rl n n IV.I.J•� OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY r, ELECTRICAL TRUSS pLACARDING REQUIRED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 GENERAL NOTES: FOUNDATION NOTES: DRAWING ISSUE DATES THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO Client Review Set 4/8/16 ULTIMATE ICE SHIELD UNDERLAYMENT 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS ACCORDANCE WITH THE NEW YORK STATE UNIFORM THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Disapproval 5/20/16 BUILDING CODE,AND THE NEW YORK STATE ENERGY Revised Design 11/11/16 GIRDER AS SPECIFIED CONSERVATION CODE,AND LOCAL AUTHORITIES. 1- ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. Permit Set 3/3/17 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 Construction Set 00.00.0000 BLOCKING PER 2-ALL REBAR ASTM A-615 GRADE 60. MANUFACTURES SPEC. 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE JOIST AS SPECIFIED SITE DATA REVISION DATES VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. METAL HANGER PER CONSTRUCTION AND ORDERING OF MATERA SOIL IALS. THIS 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 10"MANUFACTURES SPEC. SCTM# 1000-135-3-42.3 FOUNDATION DESIGNED R BELOW THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH BEARING CAPACITY OF TWO(2 TSFA DGRADES WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. ' 1 PROPERTY ADDRESS 600 Mill Creek Drive LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT Southold NY 11971 THESE CONDITIONS ARE MET. ALL FILL BENEATH 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. 7 Typical Joist Hanger ZONING R40 RENCRETE LATIVE VE D NSIBTY,TO BE COMPACTED TO 95% 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS Not To Scale RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. (1)CS18 METAL STRAP PER STUD w/ BUILDING HEIGHT ALLOWABLE- 35 FEET 3. PROVIDE FLASHING AT ALL ROOF BREAKS, 7-THE ENGINEER iS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING RED ARC (1)CS18 METAL STRAP PER (8)8D COMMON EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL. �0���L KR,q'ffy��t� RAFTER STUD w/(8)8D COMMON NAILS PER END CHIMNEYS,SKYLIGHTS, EXTERIOR DOORS, WINDOWS NAILS PER 12"END LENGTH e ENERGY CODE N/A AND DECKS ETC.. (1) SIMP'SON H2A STRAP PER LOT COVERAGE L SIZE 17,860 sf 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. D 44 RAFTED w/(12)8d COMMON NAILS ; 4. DO NOT SCALE DRAWINGS. !� 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MINIMUM. * , WALL PILATES EXISTING COVERAGE1,283 sf 5. DESIGN CONSULTANTS OR RECORD ARCHITECT- HOUSE10 FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. N I �� STUD WALL ANCHOR BOLTS SHED 124 sf ENGINEER ARE NOT RESPONSIBLE FOR THE 024802 Q INSPECTION,SUPERVISION,OR ADMINISTRATION OF TOTAL EXISTING LOT COVERAGE 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE CLEAN MATERIAL AND IS TO BE MECHANICALLY COMPACTED IN 6" F OF (1,283+124) =1,407sf(7.9%) THIS CONSTRUCTION PROJECT. FEDERAL, STATE LIFTS TO 95%OF MAXIMUM DRY DENSITY. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE Rafter/Plate/Stud Connection PROPOSED COVERAGE SHALL BE THE RESPONSIBILITY OF THE 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 2 Not To Scale GARAGE- 660 sf CONTRACTOR. REBAR DOWELS. MASONRY WALL COVERED PORCH- 117.5 sf TOTAL PROPOSED LOT COVERAGE SUGGESTED UNDERPINNING PROCEDURES: 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO (1,283+660+117.5) =2,060.5sf(11.5%) FACILITATE CONSTRUCTION AND SHALL NOT BE A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. Drawing Legend: WALL STUD DRAINAGE CALCULATIONS 7. THIS STRUCTURE HAS BEEN DESIGNED IN INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. Wall To Be Removed ANCHOR BOLT DRAINAGE AREA CONSIDERED DRAINAGE REQUIRED I DRAINAGE PROVIDED MIN. ACCORDANCE WITH THE NEW YORK STATE ENERGY , C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE Wall To Remain 4'O.C.(TYPICAL) CONSERVATION CODE. a 12"FROM CORNERS First Floor & Sill Anchors HOUSE&PORCH ROOF 14400 SF x 1 x.166=232 CF- AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS i •• 8 Not To Scale COVERAGE 345/42.3=5.48 LF 8. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY. New Wall •' GARAGE ROOF/COVERAGE 345/42.3=x.166. F 109 CF- D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY WAY New Foundation Wall FLOOR JOIST TOTAL 5.48+2.57=6.05 LF 4'DEEP X 8'DIA. S LF BETWEEN SECTIONS.ALLOW 7 DAYS CURING. -----_-- Lines Above ' • 2 = NOTES: F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. ------------ Lines Below -- 1 100%COEFFICIENT OF RUNOFF CALCULATED G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE Guidelines 2 2"RAINFALL CONSIDERED MOVEMENT AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. -"-"-"-'- Fence WALL STUD GHeader & Post Tie Downs 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR Door Tag (1)CS18 METAL 8 Not To Scale THREE FEET FROM NEW WALL. STRAP PER STUD 4/4 VERTICAL RE-BAR IN POURED CONCRETE FOUNDATION AS FOLLOWS: 101 w/ 8 i8D COMMON NAILS PER END Nail Sizes o CA Window Tag Joint Description common nails U.O.N. Nail Spacing 8'0"H. FDTN.WALL #5 REBAR @ 48"O.C. p g k 9'-0"H.FDTN.WALL-#5 REBAR @ 48"O.C. F 3 _ �A 10'-0" H.FDTN.WALL-#6 REBAR @ 48"O.C. ROOF FRAMING m a� Pro Sheet A XXX ^ a m 'o0se 14-24 MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED 3 Stud Straps l Second Floor BOX Rafter to Top Plate(Toe nailed) 3 8d per rafter 81t).a,4,oeep COV, Not To Scale Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist Weu FRAMING NOTES: I X1 rXIV-1 _1 Detail Tag Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap propose° ( L- Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap Covered p a porch m r � po THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO Collar Tie to Rafter(Face-nailed) 2-8d per tie Proposed N P=3o?Z THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Ax:xcx Elevation Tag Blocking to Rafter(Toe-nailed) 2-8d each end Garage i �' 14.° elec WOOD FRAMING Rim Board to Rafter(End-nailed) 2-16d - each end __ su __ppb"_ CARRIAGE BOLTS 3 2 3 3 2 3 WALL FRAMING S3' 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: x xxx x Interior Elevation Tag (2)1 2X GIRDER Top Plate to Top Plate(Face-nailed) 2-16d1 per foot �o t sroRy 8'° FB=900 PSI Top Plates at Intersections(Face nailed) 4 16d joints each side ry F�AMEowe. o FV=180 PSI x Stud to Stud(Face-nailed) 2-16d 24"o.c. a `�° c3i FC PERP=625 PSI WOOD POST Header to Header(Face-nailed) 16d 16"o.c,along edgeso / _ ° E=1,600,000 PSI •• POSTANCHOR �Q un1°xoom 4 0 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: • +' Top or Bottom Plate to Stud (End-nailed) 2-16d per 2x4 stud Y .•.:M 4 2 1 2 2 1 2 2 16d er 2x6 stud �;� \ a FB=2,900 PSI p s_ \ ° W FV=290 PSI ' CONCRETE PIER 2-16d per 2x8 stud ° \ aox. _ N _ P \ Natep a U FC PERP=650 PSI `J 3 E=2,000,000 PSI g ;'. Bottom Plate to Floor Joist,Ba ndjoist,Endjo ist or Blocking 2-16d 1'2 perfoot / \�-- � J r/rr .. .';.'' '• (Face-nailed) /ro \ / ,Nay 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: g. i8,Ne oe FB=2,800 PSI FLOOR FRAMING �� FV=290 PSI Deck Railing/Post Anchor 3 2 3 3 2 3 Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d e/I ep per joist FC PERP=740 PSI M E R Y L K R A M E R Not TO Scale Bridging to Joist(Toe-nailed) 2-8d each end , o E=2,100,000 PSI a r c h i t e c t Blocking to Joist(Toe-nailed) 2-8d each end Gable Roof Plan: 10 to 45 degrees Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block 4.ALL TREATED LUMBER IS TO BE N0.2 OR BETTER SOUTHERN YELLOW PINE WITH THE FOLLOWING MINIMUM - --- q SPECIFICATIONS: CS18 METAL STRAPS Ledger Strip to Beam (Face-nailed) 3-16d each joist m FB=975 PSI 2 13 EAST FRONT STREET w/(8)8D COMMON Joist on Ledger to Beam (Toe-nailed) 3-8d per joist FV=175 PSI NAILS PER 12"END Band Joist to Joist(End-nailed) 3-16d per joistN FC PERP=565 PSI POST OFFICE BOX 6 8 3 LENGTH Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot 20'°o"w E=1,600,000 PSI G R E E N P O R T, N Y 1 1 9 4 4 RAFTER 3 2 2 3 <19 • ROOF SHEATHING Rso 5.ALL BEAMS FAERICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN 6 3 1 - 4 7 7 - 8 7 3 6 ... BLOCKING 1�,o ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. • Structural Panels 8d SEE NAILING SCHEDULE tiJ/LC C �0�0o m k a r c h i t e c t c o m 6.ALL STRAPS,CONNECTORS,PLATES,BOLTS, NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL. DESIGNATED RIDGE BEAM �EK�R CONNECTORS,STPAP ETC.ON THESE DRAWINGS ARE MADE BYSIMPSON UNLESS INDICATED OTHERWISE.ALL Diagonal Board Sheathing 1"x 6"or 1"x 8" 2-8d per support N CONNECTORS,STPAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 1"x 10"or wider 3-8d per support Site Plan 7.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING Rafter Straps 2 1 1 2 1 Cale: 1�r = 3O t OF 48/24. FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C. EDGES AND 12 "O.C.CEILING SHEATHING FIELD). 5 Not To Scale ' 8.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL BE NAILED WITH 10D Gypsum Wallboard 5d 7"edge/10"field COMMON NAILS E'O.C.EDGES AND 12"O.C. FIELD. WOOD BEAM WALL SHEATHING FRAMING 9.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. BOURS RESIDENCE •• Structural Panels 8d (see table 3.9) 600 Mill Creek Drive STEEL PLATE 10.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. 3 2 2 3 Fiberboard Panels 3"No.8 SCREWS 12"D.C. Southold, 11971 7/16" 6d 3"edge/6"field 11.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. STEEL COLUMN Gable Roof Plan:0 to 10 degrees 25/32" 8d 3"edge/6"field WASHER(TYP.) 7"edge/10"field LIGHT WOOD-FRAME WALL 12.WALLS ARE TC BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED OTHERWISE. Gypsum Wallboard 5d Hardboard 8d (see table 3.9) 1/2"PLYWOOD 13.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE 304 OR 316 ROOF SHEATHING NAILING SCHEDULE Particleboard Panels 8d (see table 3.9) PLYWOOD OPENINGS STAINLESS STEEL. Diagonal Board Sheathing PROTECTION; THICKNESS GLASS 14.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. DEPENDS ON WINDOW OPENING Zone 1 Zone 2 Zone 3 1"x 6"or 1"x 8" 2-8d per support WIDTH(I) --;- 1"x 10"or wider 3-8d per support STEEL STEEL COLUMN FIELD 12"O.C. 4"O.C. 3"O.C. PLASTIC-COATED FLOOR SHEATHING .� PERMANENT WOOD SCREW 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 I STEEL PLATE EDGE 6"O.C. 4"O.C. 3"O.C. Structural Panels NOTE: IN LIEU OF SCREWS, LUGS GLASS ANCHORS Cover Sheet 1"or less 8d 6"edge/12"field WITH NUTS AND WASHERS MAY 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. U {I greater than 1" 10d 6"edge/6"field BE USED 1/2"PLYWOOD All Drawings Printed on 11x17 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. ° 1 ' I ALL 1/2"EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED WITH 8D COMMON Diagonal Board Sheathing SEE Paper Scale is 50%Scale Above •a I CONCRETE PIER NAILS-2 1/2"X 10 1/2"GA.,PATTERN AS INDICATED ABOVE DETAIL FRAMING U : • • a 1„x 6"or 1"x 8" 2-Bid per support A 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE a` ° c FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING 1 x 10 or wider 3 8d per support SCHEDULE FOR STRUCTURAL MEMBERS"-NEWYORK STATE CODE BOOK. ALTERNATE T0120 MPH CERTIFIED WINDOW PLANS. 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is INSTALLATION PLYWOOD PANEL WINDOW 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN nailed 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural AND DOOR PROTECTION FOR WOOD FRAMED WASHER(TYP.) SUPPORTS. members shall be doubled,or alternate connectors ,such as shear plates,shall be used to maintain the load A-000 path. BUILDINGS 6. ALL WELDED CONNECTIONS ARE TO BE DONE BYA CERTIFIED WELDER AND CONFORM TO AWS AND AISC Porch Beam/Column Anchor STANDARDS. 6 Simplified Roof Sheathing Nailing Schedule 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted 3 No.8 SCREWS 12"O.C. Not To Scale 9 to be reduced to 1-16d nail per foot. DETAIL A-TYPICAL ATTACHMENT OF 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. Not To Scale PLYWOOD OPENINGS PROTECTION TO WOOD-FRAME BUILDING 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. © 2017 Meryl Kramer Architect All Rights Reserved i .._...._. . ...a._ ._I.y_.. ... I w....,. �. w.. i 1 7Q _ Vy..---Ly r . ri. - YiYY ' y. .. r DRAWNG ISSUE DATES :.yyU �.lo. 7 :_ . y..1. 1.. . _ 7:ti.._. _'T_ - 7iL� z- 7. Client Review Set 4/8/16 w Uj X 3 Disapproval 5/20/16 tz Revised Design 11/11/16 W Permit Set 3/3/17 EXISTING RIDGE NEW Construction Set 00.00.0000 ARCHITECTURAL GRADE---7 L) a ; ASPHALTSHINGLESC3 Ld REVISION DATES 'y Y, n r COLOR T.B.S. o C,4 a ..} _ o z - F cs of oo + w w c i 0' - � z �� r' © !P Utz cNL w cNL oCL �. �.;. �... q xx y� ! N Z w �..., 1' � F- - _ �, N - �q _�- � �i ' -(ERS 16 s r PIL hlI �aLE`5 S 7 YL "1 }.: r.... L K�Rcti% . .: ?f N -2 R�FERS r n NEW 2x12 RIDGE BEAM ? G NE' , x ;RAF Eta ;0 . ALIGN T.O. RIDGE w EXISTING i ' ��:- . ..! - s. .. 's.a >... i } i4.1 ;. o / l � i5j i , h. i NJ NEW 2x8 RAFTERS @ 16 O.C. - E .:1. .k__t � OF N o W 7 J rr - 1..::.:�•..1...._:J:..:_.l._..:�--•F--�._.,._J.:...�.._t..T::,-;:...(r..:.1:..."� 7 T_;'"�; Y r _ �_7"a:' -r-: {-�.,._ ,{—.� Z•.�. _ �.�".��.�� J.'., MATCH EXISTING RAKE OVERHANG DIMENSION : = NEW COVERED PORCH ROOF NEW GABLE END WINDOW Drawing Legend: .�'', � - - - - - - - Wall To Be Removed �1*1` 3 PROPOSED PORCH ROOF PLAN ' - - - - - -TYPICAL NEW ROOF CONSTRUCTION I 1 i i i i ;, G = Wall To Remain o � Scale: l/4 1 0 -ARCHITECTURAL GRADE ASPHALT SHINGLES New Wall COLOR T.B.S. -30# BUILDING FELT12 �p� ,,' New Foundation Wall -ROOF5/8" PLYWOOD RAFTERS @ 16"O.C. SHEATHINGl,L- V10- �'' -------- Lines Above �� ------------ Lines Below NEW 2x8 CEILING JOISTS @ 16"O.C.— { I i { r �� — — — — — Guidelines ,. w/3/4" PLYWOOD SHEATHING ON TOP 12 r� / SISTER EACH EXISTING RAFTER II / — — — — - Fence w/NEW 2x8 RAFTER 101 Door Tag r T.O. Existing Plate&New Drop Girder 1`r-''% ". .: ,,� EXISTING CEILING JOISTS EXISTING HOUSE 101 �'- - - - - - - - - - - - Window Tag 8'-0" VERSATEX FASCIA TO MATCH EXISTING Section X, Sheet A-XXX I I NEW 2x12 ACQ DROP GIRDERI A( }-� Detail Tag WRAPED IN VERSATEX I v L WHITE(TYP.) I I C I I /� CbM A Ei I I Elevation Tag VERSATEX CEILING&SOFFIT I I OF WP4 T&G PROFILE I WHITE I NEW x x Interior Elevation Tag COVERED EXISTING HOUSE x/// NEW 6x6 ACQ POST { PORCH PRO OSED WRAPED IN VERSATEX I COVER D PORCH o WHITE(TYP.) I in 77F7777-- I I NEW 2x8 ACQ DECK JOISTS I I I I I I I 6x6 ACQ POST T.0. Sub Floor I I NEW STEPS WRAPPED IN VERSATEX -I --�—TPE-DECKING-----' UP WHITE(TYP.) 0'-0" —'— -------.—.—..— .. M I= R Y L K R A M E R I 10'-10" a r c h i t e c t NEW STEPS 23'-6" 213 EAST FRONT STREET EXISTING POST OFFICE BOX 683 NEW(2)2x10 ACQ I «! $ I= CRAWL SPACE OPOSED PORCH PLAN &SPCR ale: 1/4" = 1'-0" G R F E N P O RT, N Y 1 1 9 4 4 DROP GIRDER6 3 1 - 4 7 7 - 8 7 3 6 = I = III I :-::.:�;�:'.�•�f� I I _ _ m k a r c h 1 t e c t c o m NEW 12"P.C.SONO TUBE SET MIN.36" BELOW GRADE — I_ •�;t+•.�yr:.;%�:',v+w;vr�.eL±.; I I I I I I I I ____211 IIII—IIII IIII II IIII—IIII IIII I IIII II IIII—IIII—IIII—IIII IIIIIIII lkIIII IIII I IIII IIII IIII—IIII IIII IIII 60 UMS RESIDENCE 0 Creek Drive a. Southold, 11971 4 Section Throu h Covered Porch 77/7777 Scale: 1/2" = 1'-0" x Y a(1) w/ 1/2"GALVANIZED LAG BOLTS @ 16"O.C. Proposed Covered Porch pw wlj a (n v PROVIDE COMPOSITE SPACERS I Floor Plans&Sections woo 0050 zi w Q N Y I All Drawings Printed on 11x17 z w o @I NEW(2)2x10 ACQ DROP GIRDER NEW 6x6 ACQ POST Paper Scale is 50%Scale Above Z BOLTED TO SIDE OF POSTS SET ON 12"SONOTUBE SET 36" INTO GRADE �� ON 18"x 18"x 12" FOOTING _7f)TI I 36 MIN. BELOW GRADE + + + + + + + + w/(3)#4 REBAR EACH WAY(TYP.) L- � � � � � � � � NEW 2x12 ACQ A- 100 STAIR STRINGERS Uj 1 PROPOSED PORCH FOUNDATION PLAN @ 16"O.C. Scale: 1/4" = 1'-0" © 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 Construction Set 00.00.0000 NQTF REVISION DATES 1) REMOVE EXISTING ASPHALT SHINGLES FROM ENTIRE HOUSE REPLACE WITH NEW GAF"TIMBERLINE ULTRA HD" SHINGLES,COLOR T.B.S. 2) NEW WHITE CEDAR SHINGLE SIDING THROUGHOUT MABEC-FACTORY STAINED(2)COATS : COLOR T.B.S. it i �- , 1! •__-';? - [1_L�1T ';LyI [,_�!'71 1 I ,I�L 'I.I.111 G�5 Y L !1 L L [ L II .-1 L. NEW PRE-DIPPED �R K� y t � ) [ [ L I! I` i t 1 i ; �,- i I 11.1.'1W.1- -111.1.._LI ._f,; __..J;L..i: :C�,lI i. _� f I�I,.,.1:': J -[[-r, ! 1 'j ! I CEDAR SHINGLE SIDING 9� I 1 ?� ..1,I�:I�]y[' TIM �[T�- �..�i i �.� T� T�i� .1, 1..1 [L_ 1!.0 :.C:.L..,CI.. C,�..II! 11: , ; IC.... li..,l;. .1 a1. I; ll, ..Ii NEW ARCHITECTURAL GRADE , -y � A x. ASPHALT SHINGLE r - - , r..J AS SH NG . ...z. ..... .. ..... _ .. ._....A ._z. .M x 1` - - ..( .., 11,., , �. �. -r - ... x .. ::�x:.'',.;:.x::x: .L-.x...::�::x.x;:-^.T-. :' .i:' - NEW ARCHITECTURAL GR :.a __".: i.,p.. r..;:. �.:.. ':a:._..t._..z:"=r:_._k..: _x.. .. :.L: U ADE .. i.." 1-�'J.. .�. .-z�'-:.. r - - -- - -- r'_,._^ - - �. 1..1. (.. s .. L. .J__'...z...._.:-z.z x.:._za:":r° O ON EXISTING ROOF(TYP.) ASPHALT SHINGLE ��� ?4802 COLOR T.B.S. - _:_ r.. COLOR T.B.S. /V E W _r� 1 1T, f 7.. i: .5..,...x..._..1...•...._1,. .:L ...::,..i:.....i._.:_.:.�...:. :I:.:._1.,.,.:::....1.,-r- ...A:...,:. :..,.... ;i I r .z :i. .x.. T' ._.S'...... I ,.x._.. z..... 1 x.=;z 1 1- f z .,., 1- ft I 1 .!.!.., z �: ..1..l I.! .,l.i.! �t.,,, • � ,_;;�;� z..:.�:_ - �__' �� �aL � : ._. :..:_.,_... _. . z._....._.._._x. _...._. _..,_.... a �_._. z,.,... .....J...,.. _ ._r-.,..7......_.._.x.; :.. -: .r_,,: z = _ -1...: _1_....z._. x... J. __,___....._ __zr,..._z_ _..._-.....>=...............><_T,.... �._�__z... _..,,__z,,:..: --k_._x.:�:_7.:�_z_.:,._?� - :.::x___,_...__7_.,.-.�._:x. _ __Lr. - NEW 1x VERSATEX FASCIA&RAKE _::.A. _l:._ ,..,. 1, x....-„a... ._...� 7_ .-...- .i.--...L.__. _ L.. ..5...... :.T.J:-;. _.L.. --:•• �..._:,...L..._ r_L==- . . " � :.__J<..._. - - - - _t.,.,..._,-._,. 7-.. c......._._._ z..,. _z:.._ x r_ _:: .: z. _ z_J`_:.:.:`:::L...7.;::-- - IZE ---� - - - - - - S TO MATCH EXISTING ...:._.r-_..z......_ .z .-r. `_L;7` .,._,= ''-.� �. r�:::7 ..x. ,.�._�x.... __z_:......�.. .]_1i , Drawing Legend: REMOVE EXISTING VINYL SIDING ! .i Li-..,T � .. . I' U - _Li_,Li ��_�1�.1 !__T 1[I 1 Wall To Be Removed INTALL NEW PRE-DIPPED 1! I�� I - - - - - - - - i.,. .[i__ `l. ! � e oved CEDAR SHINGLES 1' i..._Iil .... - ... [ I :. L.. !. �1�,J,1�,�1�, , 11 1...I I..1: ....-t;,.. .... „ . - - ! [ = - - i( 1 1 _ I all To Remain 1. � ,( i I;i � W (- �1l [I L [ ON EXISTING HOUSE(TYP.) I . 1.ii [:.[.I .!. [. . . 1I1 ._I I[i, New Wall I.L.fII :� I - � I L lA: _,Il;: _[1_:I I.1. [,._,[ L .L_. �.._[ 1,I1' l ,! . il_I :i ` [1�.=ll i .[,.[ _1I� III - 1 L. ! :! , I - I' [ !I New Foundation Wall 1 I I I` :..... 11 NEW Iii' ' L I Ll�.l.i . II] T 11fi' '' l:.I... .I I7..1 i i.I_.. i.1..(........i.l._I I+l -.-' [_.�-NEW POSTS&DROP GIRDER -------- Lines Above ! I ![ !_L i T.CL i VERSATEX _ I __I L I_ Lf_� 1 1'' nes Below -- r: � � - - - - - - - � - - - - WHIT (TYP.) i, WRAPPED IN ! I i !I ' I r i�, �,� .' , i :�r ]. i � 1 E TYP. B I �.;._ IT ! 1 4 i4 s'' -- -LL OWNER Ali„ l_- �I[f [ L1.f_' ------ NEW VERSATEX CASING yTT l i [ ILI i i_' [i iLI_L I _II ! iI !� 1! I i; i Guidelines : : f_ . Y _ T - �• Ewwbo[�;bl, Tll, :I .,1 �..C,1 .II , I� [�.1;..[l Tl ...[ +.l�l.. I _._I, 1 7 ON EXISTING WINDOWS& DOORS - r ( 1 i' •T L-T--_ i[ -- ---- .I __l'[ L:[Il I; Fence J1 i w I ] T (TYP.) _1 T ' 'i i .. ! rl F I TER 101 Door Tag 101 Window Tag NEW COVERED PORCH may- Section X, Sheet A-XXX r7\'-I _1 Detail Tag 9 NORTH ,ELEVA 1 ION AIvJc Elevation Tag Scale: 1/4 - 1 -0 x^ x<x x Interior Elevation Tag x CE7. ..Wiz=.._ r PROPOSED COVERED PORCH ROOF -` s? ERYL KRAMER a r c h i t e c t ..,.'.;. :.x..,.5__..,........,.. .1.:.:x-- I . - 1-. a_... ! 213 EAST FRONT STREET t I POST OFFICE 130X 683 _ I l.1 , __ 7._::::_" NEW ARCH7ECTURAL GRADE _.J._ '_- _._,.._:_ _ cJ. - ' z ` :- :v.._v- 1! ! G R E E N P O R T, N Y 1 1 9 4 4 ASPHALT SHINGLE z:._:._,.._z_,.__._z___z...........:.... ...7.- ....z...,_.. __.7 ;_,z_ 1�.__ J LII _ ASPHALTSHINGLE x 1. S .1 .?: .: :: _1 L 7 z._ -....._ 'a.... �. l i1'._._._II_ i... .-1 . 1_.. .. -- -___ -^-•-.__ -.�J��.-_ 7,..__,. .-"-. ._..._;. ...,:.... 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I -L�._I;l.i - _ ._;5 I.r.l_.- -� --- --I :_[r_:. _1- - - - - - ,� , --�-�-x_ _... - - - - - I r l ,-. i 1 : z:..- h' z; z.. - f cox r -z�r-x �`_��, ��j1 [•_[_. ..-�- �J__�_1 ! r "'�'"..' ..C.._. .T." :..T 1 - :II .i _...._..1 _ ._ _ . . _.. .. . .:7-.';' -,_i-�__ .. i '.. ...I .. i _J.- _...�.1 � 1..-- - � . ..1.I 1__.I .w_.-C,. _.Ti.-1.__].�.-I. L.._I ._., I,_ _l, � -t-,-_- x: :1':..1-: ---- �_��(_�� -��-, 1 I i I r : , -c. _.z-: '-P� ! !i 1 z :z __z,._a._•._1::_z� ::.,�r-z _z__`� L . 1 ]�. �:: x T - : r . i ;! �l [.:.....iI`.rf .1 f i>1 11.. fLPtI1f C!7 .ril. .r:.n ! 1._Lli: 11.1.L .. L....r' .i a L ;..: i.IL. 1 - il ( I: � I ! I, 1 :,11. ..� it -- I•fi � - ;ir� - ! - L, ! 1.._ ..l_ IL_ :: !_1: J_L Il 11.iIT1.I>-L�_IlI _ 11�LJ_. _i�l 111111 ! C._I 1 _Z. ..1. - 1 T �It�..1��, _l L L � ! � 1, i I Ll i i_ �.. Z. ._..1 . 7� : I,.tI _[,:1.1 I,,__C:L.,. _„!.I .:...._ ,J.:_.L.:..� a.. L I[-.! I, [ .:)L,.L! ,i, ,IC. .1, :_-_ _ r'L �. [_ �. LLil. .T[�C`.I B , � , , I; !� �- ,���'I ��_ _:LI �t 11 � ]I I ! i OURS RESIDENCE _1_l. _I. 1._i;[ I,._I1 - ; __ii 1._11I__1 i.-!: �__;J -_I_I ,,_I: I -- - I,- Il: 11 1 _ II '_ _i�l__._I: :_ li L I. I 1 I' _I 1 ILl!_ ! 1 [•I- -1 L[:: lt,- f` I ! L TT -, _, _IL 1- I r = i : 1 : 1 .Ir I 600 Mill Creek Drive .I_T_I__ !_ [ _ 1_ u_ f.l_' . ._. 1___I L L A �i.. 1 1_. i.x.._ 1.._ I- �. l i[AI 1]. I REMOVE EXISTING VINYL SIDING f .i T41-1 ! It . �, I i I 17 T I i I 1 i ! rr 1 L :iL.:1. ll.j-..i:l.-. _1'L_ Y. .r1_ �._.-LA;I'1�._�..�:J,._:�;_:.�:..�Il_ Ii`�..,..;.[; _;.!....I,... ._..L_-� TT INTALL NEW PRE-DIPPED SOl1tl'101/�, 11971 1 f , ]_J1 I l ! 'r -�.�r.,. `.J.iL,y_ J,L ;L ! �I_ rJ.� ;! Li_: 11.i... .1-;�. _�L Li 1. ! - nj t 1 I_ ' \A J( l i ! 1 f i` � 1 1J !, ,1 CEDAR SHINGLES �--�- � _. L-'.I[ ` _ ��, ,]r _ f .� . I�I.t r� i,I,:' (; �, 1 � i Ll -I..:.. .L:T.. :..L.. i.!...L..f...... ::... . .:... i1:_.r.l,.l...... . ,:. 1. _:.....:. f.., ,.... -L .1. 1 T.1.. 11....L...-,]... _ I� .. .l 1. L. ON EXISTING HOUSE TYP. !' ; 47ij i T �; it li' ! I 11 ! ! t ! 7T ! (TYP.) l II .tC.I ...l I, .111 .[:.1:. .1.(1 .1I C.C....._I,I,I ..[:1 :II . .1, . .Ii .I 1C I;r11 IC� '.�. [!11. . ,.:., 1 LC `1:, . ! I . 1.1' I ' _ iii ! I I f t 1 1 ! 1 1 ! 1 ! I [' 11 ,iI II ; > [ _1 �. . �I�Lt , : _ [r i, _:. :>I r[ -,II _ I 'Ifs -r I�( I , , i ! i N D L. _ :! 1_J!. _'! L I-J L L.. ( I L L L circ cl _.Ii . I_�-.I 1 iT ll: I; [ . i ; r 1 ! i 1 I. C.I . +: NEW i'i' i I r 1,1_.L...._. LIY..., l__ 1. ,.[I, ..� NEW VERSATEX CASING - NEW WOOD STEP ON EXISTING WINDOWS& DOORS I ! i i1 �ii I ,r,.. ! (TYP.) Proposed Elevations EXISTING HOUSE PROPOSED PROPOSED EXISTING HOUSE COVERED PORCH All Drawings Printed on 11x17 COVERED PORCH Paper Scale is 50%Scale Above 9 EAST ELEVATION WELEVATION Scale: 14 = 1'-0" &SCeMJ/4" = 1'-0" A-200 © 2017 Meryl Kramer Architect All Rights Reserved