Loading...
HomeMy WebLinkAbout40408-Z Town of Southold 11/28/2018 P.O.Box 1179 53095 Main Rd Southold,New York 11971 N CERTIFICATE OF OCCUPANCY No: 40069 Date: 11/28/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 275 West Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-7-11.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/1/2015 pursuant to which Building Permit No. 40408 dated 1/19/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS WITH COVERED ENTRY TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#6834, DATED 04-02-2015, AS APPLIED FOR The certificate is issued to Elliott,Robert&Patricia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0054 11-15-2018 ELECTRICAL CERTIFICATE NO. 40408 08-31-2017 PLUMBERS CERTIFICATION DATED 08-30-2017 j NVillia remler Of CIO ignature 40SOUTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 7+,� �' THOLD, NY f 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#: 40408 Date: 1/19/2016 Permission is hereby granted to: Elliott, Robert 87 10th St Garden City, NY 11530 To: make additions and alterations to an existing nonconforming dwelling as applied for per ZBA and SCHD approvals as applied for. At premises located at: 275 West Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.4-11.1 Pursuant to application dated 12/1/2015 and approved by the Building Inspector. To expire on 7/20/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $843.60 CO -ALTERATION TO DWELLING $50.00 Tota ..._._$893.60 O uildin spe r 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 I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from.architect or engineer responsible for the building. 6. SubmifPlanning 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 I. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. /b (L —14 New Construction: Old or Pre-existing Building: (check one) Location of Property: Z G/M R oAD t4e 4 vF House No. Street Hamlet Owner or Owners of Property: F21S _r 66-rH a,C(aj-F Suffolk County Tax Map No 1000, Section 110 Block Lot - Subdivision (.11VfiS �Jzra L_ Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one Fee Submitted:$ Applicant ature pF SOUI�QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 roger.richert(Q7town.southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Robert Elliott Address: 275 West Road city Cutchogue st: New York zip: 11935 Building Permit#: 4040$ Section: 110 Block: 7 Lot: 11,1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor- DBA: Roslak Electric License No: 3677-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 23 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 27 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches g Twist Lock Exit Fixtures TVSS Other Equipment: 2- Exhaust Fans, 9- ARC Fault Circuit Breakers, 1- Combination ARC/ GFCI Breaker. Notes: Inspector Signature: Date: August 31, 2017 0-Cert Electrical Compliance Formas pf SO�Tyo Town Hall Annex .i[, Telephone(631)765-1802 54375 Main Road c� Fax(631)765-9502 P.O.Box 1179 4 Southold,NY 11971-0959 O J` �y�4UNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD AUG 3 0 ?_011 B DING DEPT• CERTIFICATION TOWN OF SOUTUOLD Date: 1 Building Permit No. C/ Owner• F—_ 1 )�(J F (Plea Plumber: MIM (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of Aual JtiL, 20-1-7— 44a Notary Public, s a f/ County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2Q$ �bqs Ofr SOVIyo I��DUNI'1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 1ST ( ] ROUGH PL13G. ( FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ow NA64 DATE INSPECTOR • SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR pF SOUjyolo v � • �o 4K TOWN TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ' �� uT U I �OFSO(/l N O i ul TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] 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) R MARKS: VW► 1 DATE INSPECTOR 40q Of SOpjy TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL ( NAL) REMARKS: 1C�%I -w ' �✓��l 0 G� 1�or✓ DATE �3 INSPECTOR qoqos hof SOUIy �o� Olo • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ) FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I S OV IvI-Awfy-A& v ems; v DATE g Y INSPECTOR Of SOUI'yo� O � • �O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: —rte �(2 (2 �c DATE evZ12 INSPECTOR 2 EMIT""I"Impim w INWL.ATION PEA N.Y. STA TE nn.Roy cbDF, WA '► Mi � �.�_ � fir 11 few l_� .J t�� ' J►_._.t�,�� ''iiA► A I Wrl a 1 11 Old,"IF a ! oIWT, ►IN, �.� li Ver � r u r 0 • v 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 -i Survey SoutholdTown.NorthFork.net PERMIT NO. P L 1� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form / Contact: qt',(,, pA e_4,A,,Nz0.l Approved I ,k0/ Mail to: Disapproved a/c Phone: (-3( cl 4S_- 4 0 Expfrab5n_ — v __a 20� l ui2so a APPLICATION FOR BUILDING PERMIT Date 1>k9,1_&Af3,0Z 5 , 20 L% INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of ap scant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age7itect,, gineer, general contractor, electrician, plumber or builder Name of owner of premises Re 8 r3 eM Gl- i ar- (As onon troll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 3 N Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2-T-5 W 5-T 2­&j C—Tr N coir House Number Street Hamlet County Tax Map No. 1000 Section kXU Block O'f Lot 1k• l Subdivision lj�C€vc5 Ntrc6C- 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 .INc-Ly fAmmq k2%tpVNl'f b. Intended use and occupancy S-M'V, 3. Nature of work(check which applicable): New Building Addition e/ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 150,G;30 Fee (To be paid on filing this a plication) 5. If dwelling, number of dwelling units 3 Number of dwelling units on each floor l TZ If garage, number of cars Z 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 Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 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 14. Names of Owner of premises OZ* tj�±mrr Address Phone No. Name of Architect Address Phone No Name of Contractor bbu6 W(,Aft�, Address f bR2 6e2 Phone No. 43( 1�4-6z:;Lv 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFi1�(-e7�.h� DCU6 L,�5 to c 4'AyR+J being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (cTN1cK'toQ. (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me t Y11 F\ day of hteco NI'� 204 UN D-DNNIE D. BLJNC;.,Li Notary Public " - ; ask =ic.State of Ne"r: Yoe re of plicant it]i7 SL3i ON New York State Department of Environmental Conservation Division of Environmental Permits, Region One Am Building 40-SUNY, Stony Brook, New York 11790-2356 Imbow Phone: (631)444-0365 * FAX: (631)444-0360 Website:www.dec.state.ny.us Erin M.Crotty Commissioner LETTER OF NO JURISDICTION -TIDAL WETLANDS ACT February 3, 2005 Bob Tapp PO Box 1064 Cutchogue, New York 11935 Re: Application #1-4738-03429/00001 Tapp & Ellis Property, 275 West Road, Cutchogue, SCTM # 1000-110-7-11.1 Dear Mr. Tapp: Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that the property landward of the top of the bluff as shown on the survey prepared by Joseph A. Ingegno, dated December 22, 1998, is beyond Article 25 (Tidal Wetlands Act)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Be advised, however, that no construction, sedimentation, or disturbance of any kind may take ' place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please.note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Mark Carrara Deputy Permit Administrator cc: Samuels & Steelman MHP file FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: December 19, 2014 TO: Bay Creek Builders (Elliott) PO Box 602 Cutchogue, NY 11935 Please take notice that your application dated December 5, 2014 For permit for to make additions and alterations (second story)to an existing single family dwelling at Location of property: 275 West Road, Cutcho ug e, NY County Tax Map No. 1000—Section 110 Block 7 Lot 11.1 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 20,925 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that lots measuring between 20,000 and 39,999 square feet in total size require a minimum front yard setback of 40 feet and a minimum single side yard setback of 15 feet. Following the proposed construction the single family dwelling will hav 3.3 feet and a single side yard setback of 3.7 feet. Authorized ig lure Cc: File, ZBA BOARD MEMBERSF SQ Southold Town Hall Leslie Kanes Weisman,Chairperson �*qUjyQ 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Eric Dantestt Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �O i� 54375 Main Road(at Youngs Avenue) Kenneth Schneider l��'Q� ��` Southold,NY 11971 http-//southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax (631) 765-9064 11 -- _ FINDINGS,DELIBERATIONS AND DETERMINATION l — MEETING OF APRIL 2,2015 ZBA FILE: 6834 NAME OF APPLICANT: Robert and Beth Elliott SCTM#1000-110-7-11.1 PROPERTY LOCATION: 275 West Road(adj.to Cutchogue Harbor)Cutchogue,NY SEQRA 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 January 16, 2015 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated February 12, 2015. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is Exempt. PROPERTY FACTS/DESCRIPTION: The subject parcel is a non-conforming 20,925 sq. ft. lot located in the R40 district. It is improved with two dwellings; a one story with attached garage and a two story with attached decks. It has 74.96 feet of frontage on West Road, 281.15 feet along the eastern property line, 75.20 feet along Cutchogue Harbor and 278.04 feet along the western property line as shown on the survey dated December 22,1998, last revised July 2, 2008 prepared by Nathan Taft Corwin,III, LS, BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building Inspector's December 19, 2014 Notice of Disapproval based on an application for building permit for additions and alterations (second story) to existing single family dwelling, at; 1) less than the code required minimum front yard setback of 40 feet, 2) less than the code required minimum side yard setback of 15 feet. RELIEF REQUESTED: The applicant would like to construct a second story addition over a portion of the one story dwelling with a front yard setback of 33.3 feet where the code requires 40 feet and a single side yard setback of 3.7 feet where the code requires 15 feet. ADDITIONAL INFORMATION: A letter objecting to the requested relief was submitted to the office from a neighbor. Page 2 bf 3—April 2,2015 ` ZBA#6834—Elliott SCTM#1000-110-7-11 1 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 19, 2015 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 the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The front and side yard setback will not change; the proposed addition is over the existing footprint. The property adjoining to the west has two dwellings on it. Several homes have non-conforming front and side yard setbacks. Both dwellings have existed since prior to the enactment of the zoning code.The height is proposed at 227',well below the code maximum of 35 feet. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The dwelling is located in a pre-existing location. Any additions and alterations to the existing home will result in the need for an area variance. The existing non- conforming set back is being maintained. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for the single side yard is mathematically substantial, representing a 75% relief from the code requirement. The variance granted herein for the front yard is not mathematically substantial, representing a 5% relief from the code requirement. However,the dwelling has existed in its current location since prior to the zoning code. The proposed is exempt from the LWRP. The existing footprint shall be maintained,the applicant is constructing a second story addition. 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 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second story addition 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 Goehringer, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variances as applied for, and shown on the plans dated 12/31/2014 noted as pages A-1,A-2, A-3, EX- 1, EX-2 and P-1 prepared by David Bruce Mann, Architect, and the survey prepared by Nathan Taft Corwin, III LS, and dated July 2, 2008. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan 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. Page 3 of 3—April 2,2015 ZBA#6834—Elliott SCTM#1000-110-7-11 I 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,Horning,Dante, Goehringer.This Resolution was duly ad ted(5-0). Leslie Kanes eisman, C airperson Approved for filing �/ 7/2015 c, IFF l G , Scott A. Russel �v �z ']F01KIM[WA.�F I E I K SUPERVISOR o �� I\\v1[A\N A.G I E M 1ENT SOUTHOLD TOWN HALL-P.O.Box 1179 ���/ •S `` 53095 Main Road-SOUTHOLD,NEW YORK 119712 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK'SHVET JAN ( TO BE COMPLETED BY THE APPLICANT) -ur_u U i --� DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑VA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑El/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. EDB/E. Site preparation within the one-hundred-year f loodplain as depicted ,.._,/ on-FIRM-Map- of-any watercourse.- - ❑E] r . Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Profe5510nal,Age ntra r,Other) S.C.T.M. ": 1000 Date: Di trict t NAME: \2- r't Section Block Lot r t�n_�, �J, .�`.•.< FOR-BUILDING T�1-Pt},"1'N?:.NT l:Sl: 0^ 1._`t' .. Contact Information: Reviewed By: — — — — — — — -- — — — — — — — — — — Date: Property Address / Location of Construction Work. — — — — — — — — — — — — — — — — — Approved for processing Building Permil f El Stormwater Management Control Plan Not Required Stormwater Management Control Plan a Required LCIJ (Forward to Engineering Department for Review.) FORM A SMCP - "TOS MAY 201 APPLICANT S.C.T.M. �: 1000 CHAPTER 236 IProperry Owner Design Professional,Agent,Contractor,Other) — _ 0SUFFQ,{. 111D bZ_ _ft.L a ,} Stormwater Management Control Plan CHECK LIST ,NJ AME OUQ b section Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Mlr.r:r Y,u,i v6 1 Date: ('. �c The applicant must provide a Complete Explanation and/or Reason for not providing TraZ1 all Information that has been Required by the following Checklist! I A Site Plan drawn to scale Not Less that 60' to the inch MUST YES11 NO 11 NA If You answered No or NA to any Item, Please Provide Justification Here) show all of the following items. If you need additional room for explanations, Please Provide additional Paper a Location & Description of Property Boundaries h Total Site Acreage. c Existing - Natural & Man Made Features within 500 L.F. ' of the Site Boundary as required by §236-1702). d Test Hole Data Indicating Soil Characteristics& Depth to Ground Water. e Limits of Clearing & Area of Proposed Land Disturbance. f Exist ing & Proposed Contours of the Site (Minimum z Intervals) g Location of all existing & proposed structures, roads, MwNAGE INSPECTIONS driveways, sidewalks, drainage improvements & utilities. contact TOS En ineeri li Spot Grades & Finish Floor Elevations for all existing & Backfill, OR Provide proposed structures. that the drains ft has been installed to eade. I Location of proposed Swimming Pool and discharge ring. 1. Location of proposed Soil Stockpile Area(s). k Location of proposed Construction Entrance/Staging Area(s). I Location of proposed concrete washout area(s). Jn Location of all proposed erosion&sediment control measures. EROSION&SEDIMENT 2. Stormwater Management Control Plan must include Calculations showing Shall include but n ot ha limits,'to. that the Stormwater improvements are sized to capture,store,and infiltrate A well maintained on-site the run-off from all impervious surfaces generated by a two(21 inch r1lCt*QA Entrance, Wire Ba ck rainfall /storm event See ed silt renr.;n , 3 Detail,&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a Erosion & Sedu7tent Controls. b Construction Entrance & Site Access. c Inlet Drainage Structures (e.g.catch banns,trench drains,etc.) d Leaching Structures (e.g. infiltration basins,swales,etc.) IZIN(" .:P.�IZ" I_ USE ONLY Additional Information is Required. Approved Rev BY& SAN 1 5 2016 1 Stormwater Management Control Plan is Not Complete. l — — — — — — — — — — — — — — — — — — — — - - Stormwater Management Control Plan is Complete. Date: r• S� jo 1 _ .-. I SMCP has been approved by the Engineering Department FORM SWCP C) ck List - TOS MAY 20114 Of SOfjryo 'Iowa►Hall Annex 5975 Main Poo LYLE P.O.Boar 117 .n Soaadaold,lV'Y 119711-0959 omm�( ,� � ► us JAN 2 4 2017 BUQMING DEPARTMENTBUII.DING DEPT, TOWN OF SOUTHOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INAPECTION [Name: QUESTED BY: �j n AL Date: mpany Name: —"" L License No.: Address: Phone No.: 3JJ Z3V JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: —� ,o Permit No.: O o g' Tax•Map District: 1000 Se Ion:___LL.(a__ Block: Lor *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is Job ready for inspection: <gg)NO o�Tn- . Final *Do-you need a Temp Certfficate: YES Temp Information of 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/kPPUCATION 82=3eWest ror Inspection Form err pF sOl/T���o Town Hail Annex > t Telephone(631) 7G5-!802 54375 Mz+n f2nac[ ax o3[) io"5- ip2 P.O- Box u79 _ roger-riche rt to 'n.souCIV2ny.us Southold, NY 11971-0959 BUILDING DGPARTNM1[\ r TOWN OF SOUTROLD � APPLICATION FOR ELECTRICAL INSPECTION i REQUESTED BY: L*. IN&6-0WAj Date: (2_ ( -- I S 1Company Name: g [Mame: U c M License No.: Address: Phone-No.: 'bat .7 3-( JOBSITE (NFORMATION: * ndica �ere � ationeu ) ' *Name: *Address.- Z W&5r 42Uft c.c *Cross Street: I f'�rRS'�1. Aub'• - � Phone No_: 2 I Permit'No.: v Tax-Map District: 1000 Section: ` p- Block: p Lot: 0_` *BRIEF DESCRIPTION OF WORK(Please Print Clearly) kQJ>x n rftj A-A\M MtQKZ- MoD 1Tc , k54- (Please ms(Please Circle All That Apply) r *ls job ready for inspection: YES /49. Rough In Final *Doyou need a Temp Certificate: YES!4 i Temp Information(IF needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I . *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION I i - 82-Request for tnspecbon Form I Mt dpg �r t o�s�f�ot�-�oG Town Hall Annex Telephone(631-1802 54375 Main Road Fax(631)734-9502 P. O. Box 1179 CD Z Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: 9o�eq7'C .0 Ii�' 8LU M-r Location of Property: VK WE?5T i2-L-Ab Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Flooaanr f framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): caner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONE DESIGNATION OF CONSTRUCTION (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 1.. 4 1/2" STROKE - --- --- ---------- DESIGNATtON..FORSTRUCY`tfRAt - -- -- - - - - - -- -- COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDENflFICAl1C N SIGN COMPLIANCE VVITH 19 WCRR PART 1265��1 c t NXMSCAM CODES DIVISION DW/R-E TRUSS IDENTlRCATIC N SICK! DATE:03(08/2005 NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT ia , ., AND A D M I N I S T RATIO N � 2 a r �x ZEUM „.+ ti Nuumm D Jarski, John From: dougmcgahan@yahoo.com Sent: Wednesday, September 06, 2017 9:02 AM To: Jarski,John Subject: Building permit 40408 Attachments: IMG_3567.JPG;ATT00001.txt John the enclosed picture shows the relief valve on the water heater extended to within a few inches of the floor, re your inspection request from 8-29-2017 permit#40408.Thank you.All of the other paperwork should now be in your file or will be shortly. SURVEY OF PROPERTY SITUATE CUTCHOGUE TOWN OF SOUTHOLD ° SUFFOLK COUNTY, NEW YORK S.C . TAX No. 1000- 110-07- 11 . 1 ° • ° E°°d�\��S/ 165 SCALE 1 "=20' DECEMBER 22, 1998 A „ DECEMBER 17, 2003 UPDATE SURVEY & ADDED TOPOGRAPHICAL SURVEY o6 ovNO MoN' +�O FEBRUARY 2, 2005 ADDED WELLS & CESSPOOL TO EAST PROPERTY ro lt1 /fes JULY 2, 2008 FINAL SURVEY ' J• C O, oa�`�” o� (TO AREA = 20,925 sq. ft. TIE LINE) 0,480 CIC. e e rX d a � 3 d a °• � PSP�pN �p J �,�9�O �� O \ e JE��Nj • Gp�G• • Sj0& OOr ° O ° 05�pS • 'i\ FO�ON e • CCNC d ° d GONG a °• .4 d • • 'a. -n .y 4J • �i o d° r D S • �e e ° d G • ,AA w PN r. a d CI` +P O d P- o d° oy� •�� \—sq� !� • f yc s� GN o Y?C, F +9 O 9` yf1Z l\Q ���PN� sraN f ti�oo o SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE HOUSE CORNER QA CORNER[E CORNER • '� Q \G��PS �y Z� SEPTIC TANK els °p <Z COVER X 22' 26' goy O�G� c11\ \� o� COVERING POOL 22• 26' X • � 1 d \ � s, y0?A � �9 s � G,r� Gy A U O CA o �o �� l! ij �G E o. J° 0 9 g �OpO O 'm o c^Z e 0 4 \ \ n° �Ef F � oZ�� � � Q OF g�JFE ,��pS CERTIFIED TO: FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK NORTH FORK BANK ROBERT J. TAPP MP NICHOLAS J. ELLIS .o 5 pjz-o 0 S 6 C PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY TH . 1--.5:•-AND APPROVED AND ADOPTEDj C F� �jC TR ,ANEW YORK STATE LAND ��� BOARD OF APPEALS Bldg Dept copy from ZBA Final reviewed documents f ' J�( ZBA File Date: / I N.Y.S. Lic. No. 50467 NOTES: Nathan Taft Corwin III UNAUTHORIZED ALTERATION OR ADDITION 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM TO THIS SURVEY IS A VIOLATION OF EXISTING ELEVATIONS ARE SHOWN THUS: SECTION 7209 OF THE NEW YORK STATE EXISTING CONTOUR LINES ARE SHOWN THUS: LEDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING - FIRST FLOOR THE LAND SURVEYOR'S INKED SEAL OR - GARAGE FLOOR EMBGSSED SEAL SHALL NOT BE CONSIDERED - TOP OF BULKHEAD TO BE A VALID TRUE COPY. - BOTTOM OF BULKHEAD Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN - TOP OF WALL - BOTTOM OF WALL Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 FOX (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION, CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. SURVEY OF PROPERTY SITUATE CUTCHOGUE TOWN OF SOUTHOLD STEEL (TO1RP•)OOD SUFFOLK COUNTY, NEW YORK EXTRA STRENGTH FILTER FABRIC� POST REO'D. WITHOUT WIRE MESH SUPPORT 36" HIGH POLE (MAX.) STEEL OR WOOD POST S.C. TAX N o. 1000- 1 10- 07- 1 1 . 1 10' MAX. O.C. SPACING W/ WIRE SUPPORT FENCE W 6' MAX. O.C. SPACING SCALE 1 "=20' W/O WIRE SUPPORT FENCE 50' MIN. DECEMBER 22, 1998 ff FLOWOR TO BE SUFFICIENT TO DECEMBER 17, 2003 UPDATE SURVEY & ADDED TOPOGRAPHICAL SURVEY �.. �� '.'ice \\�j\\ ' ' ;1•' \\// KEEP SEDIMENT ON SITE FEBRUARY 2, 2005 ADDED WELLS & CESSPOOL TO EAST PROPERTY i�o HAY BALES AND/OR JULY 2, 2D08 FINAL SURVEY '- i ✓��//\ -:":`.:'. j\//�� SILT FENCING OCTOBER 30, 2013 UPDATE SURVEY ATTACH FILTER FABRIC SECURELY �\ DECEMBER 24, 2015 ADD DETAILS FOR STORMWATER PLAN O G 3, \ TO UPSTREAM SIDE OF POST N \ i \ a" x 6" TRENCH o JUNE 7, 2017 INCLUDE MAIN HOUSE IN DISTURBANCE AREA p0V G• WA + \� W/ COMPACTEDJUNE 20, 2017 ADD PROPOSED ADDITION BACKFILLMpJE � �\�\ / SILT FENCE DETAILS Q I AREA = 20,925 sq. ft. Q IZ9- ° e n SP n of 5 X65• NOT TO SCALE TRENCH DETAIL 2�4 o ( ) 0.480 a C. TO TIE LINE O AM a jAR�� NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) ° EPo 1� MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER CERTIFIED TO: d a � ' J��N/ EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED `< SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW I ROBERT C. ELLIOTT wNj b a a / p�aN• OFF-SITE TRANSPORT. �1:3 ':A e FOJN . Ik1HAY BALES AND/OR PATRICIA M. ELLIOTT NOTES: SILT FENCING O(n� (� 6 M o a 2 a TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS ADVOCATES ABSTRACT, INC. ""' •g��(; �R REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. STEWART TITLE INSURANCE COMPANY tty p� i TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2, MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. PLAN VIEW �� ti ' op PE �c^y� VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH BNY MELLON. N.A. VA, +/ .a s 1 PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE M p Q d / °Rfi PILE SHALL BE SURROUNDED WITH EITHER SILT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH to n <c I CP. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. oasTtNG GRADE (lb A` ° p kPV d / AND REQUIRED PERIOD OF USE. 2 I ROAD TEST HOLE DATA a •�� y 11 SLOPE OR LESS HAY BALES AND/OR (TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 12, 2003) 1 SILT FENCING / °' I•'' ' '4 / / "c^ 0\ STABILIZE ENTIRE PILE CONSTRUCTION Ef1TRANCE BASE OF 01 / ww•/ �� / O•' WITH VEGETATION OR COVER \ji •� / � ORMN.Y.S. D.O.T. APPROVEDEND R.C.A. a d O \O, 04 6 J FILL TO 18" MIN. ABOVE EXISTING DARK BROWN LOAM OL .4 . "' '\ J' �, _/ c^ �• GRADE TO ALLOW FOR DRAINAGE a. y / \ '. ° a •\ iso a \'' � .Q • :• S � � � � � � � BROWN SILTY SAND SM '. .' .. CROSS SECTION TEMPORARY CONSTRUCTION ENTRANCE 2.5' (NOT TO SCALE) �oF A ° \:./. a, cs gip'.:: . NOEGtiP yq \� ae f d" pNG' d ea b d. / \ ` a d :2 pD : .: 15 PpS�p V`P�` \li a �g a \ TYPICAL STORMWATER UNIT �. .. P a .a0 1 \..•. ° ° '4v a .. TO MEDIUM SAND SP \ f (TOPS TO TRAFFIC RING) d PALE BROWN FINE G Nps �` GRATE OVER CAST IRON INLET FRAME & COVER (FLOCKHART 163518 TYPE 6840) a a �, p1a�° STRAIW BALES OR SILT FENCE TRENCH DRAIN FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER •�� ° �\ y � `� SOUL STOCKPILE h ' m % „o C 8" TRAFFIC BEARING SLAB - o�ti� ,j1'o (NIOT TO SCALE) \ \ stn a ' -.$y °,� 1 9.i5 `t�f .e %P 0 as�� 01 ge �A Q� C� O_ Ia� / O� 9 / �� \y�Gj�v`- •��� 8'-0" - PIPE FROM ROOF GUTTERS 0 p ay'G Q g ,�r� a a \ N� ° � t\ 4 ' 9� G ���DW pti�'Np SEPTIC SYSTEM TIE MEASUREMENTS rnP 0 STORMWATER MAINAGEMENT NOTES: a CRUSHED 3/4" - ,-,/z" STONE HOUSE ALL AROUND HOUSE HOUSE &- c \0 CJS t" 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION CORNER �A CORNER[R] CORNER LEACHING RINGS �aN�Ps MATERIALS SHALL BE CONFINED TO THE LIMIT of CLEARING m REINFORCED PRECAST CONIC. SEPTIC TANK (ESP p \ ; F y ° r, AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 3'-0" 4000 PSI ® 28 DAYS 3'-0' COVER X 22' 28' S I �?o� e\`V "L, 2. PRIOR TO TIHE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, (min.) 4. (min.) LEACHING POOL \0.� �E ° sty rotif A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF COVER 22' 26' X y>R�y� 2F \ \ s / R�9� U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING CP \0 AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. .. >�-� �c y THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS 0 1 S�P�C y OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL N E S sToNE roc ° DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS GROUND WATER P\x� \G� TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE d.'. a \ 1 \ y \g �\ •-.,o � � SCREEN TO .AN APPROVED UPLAND LOCATION BEFORE THE Q \ \ ' 3. PRIORNTO THE IS REMOVED. OF ANY CONSTRUCTION ACTIVITIES, NOTES: \\. e >� al�-op �e` y°�, A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL gO&OQ ��`. R � BE STAKED.JEND TO END AT THE BASE OF THE REQUIRED SILT 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM \ \ \ ��01h1. e �ry SCREEN AT"THE BASE OF THE REQUIRED SILT SCREEN. THE BALES EXISTING ELEVATIONS ARE SHOWN THUS: 5,Q '.71 SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS \ Ol0 \5•`� ryA5 $ Fy o� NECESSARY 'TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -s- - - - ` AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE \�'.:::::. F�• n� F.FL. - FIRST FLOOR OF A BALE IIS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES G•FL• - GARAGE FLOOR SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED �\ 0% �0' c9 :o ��� UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. 2. PROPOSED IMPROVEMENTS ARE TAKEN FROM SITE PLAN BY P, �N �t`� � % '::::.. ::::. s �• 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. DAVID BRUCE MANN, ARCHITECT DATED 09/25/2015 Q\P fZ P 0 0 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. �o p • �� �. y ti 3. TOPOGRAPHY SHOWN IS FROM PREVIOUS SURVEYS BY THIS OFFICE. \\,ONO�Q p A � / 6. LEADERS AMID GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED O�� ) I I / / Gu+ oy� / ON THE PROPOSED RESIDENCE. �0& Di / I o ` �° 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. P��\P 5ti �� 0� °y .-oma o °y ° 8. PROPOSED (DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS N �y oy °y �� OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF DRAINAGE SYSTEM CALCULATIONS: (�, FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. ti / I I I r p +�C` 3g w � Ff1 °Fcl °o°yo 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE PROPOSED TOTAL BUILDING AREA: 1 ,430 sq. ft. p�Q'°• ° X89 ,S0000�c ? ��I�^'�� SEEDED WITIH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW 1 ,430 sq. ft. X 0.17 = 244 cu. ft. �/ �� •� �+ /�,�ti IMMEDIATELY' UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF 244 cu. ft. / 42.2 = 5.8 vertical ft. of 8' dia. leaching pool required o FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, ryb/ I �6 /� PS � '� WHICHEVER 'IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOL �aa0 VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION 0 0 o f� AND GROWTH. _ 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA DRIVEWAY AREA: 1 ,600 sq. ft. VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER 1 ,500 sq. ft. X 0.17 = 255 cu. ft. THAN 1 SQUARE Fool IN SIZE. 255 cu. ft. 42.2 = 6.1 vertical ft. of 8 dia. leaching 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR / g pool required SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOL OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED EXISTING LOT COVERAGE CONSTRUCTION CONCRETE WAY SAT THE LACCE SL BE L POINT AACED LONG THE ROADOSS THE WAY OR PROPOSED ROOFED ADDITION AREA: 378 Sq. ft. // /�/J �� 378 sq. ft. X 0.17 = 64 cu. ft. DESCRIPTION AREA % LOT COVERAGE � / // oaa e l 64 cu. ft. / 42.2 = 1 .5 vertical ft. of 8' dia. leaching pool required FRONT HOUSE W/ROOF OVER BRICK STOOP 1,362 sq. ft. 6.5% 208 / /� �i/ / �� PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOL REAR HOUSE W/ROOF �� 1,073 s ft. 5.1% 5 OVER DECK q' 1y>45 TOTAL 2,435 sq. ft. 11.6% / / �p I-, / 13 j j/ �L°a� PROPOSED LOT COVERAGE °E / �/ %�& DESCRIPTION AREA % LOT COVERAGE Pia N YAP FRONT HOUSE W/ROOF 1362 s ft. 6.5% OVER BRICK STOOP q' CP PROP. ADDITION 47 sq. ft. 0.2% '0 PROP. BAY WINDOW 40 sq. ft. 0.2% 0 REAR HOUSE W/ROOF 1,073 sq. ft. 5.1% Qvv OVER DECK a Qr$ PREPARED IN ACCORDANCE WITH THE MINIMUM V M STANDARDS FOR TITLE SURVEYS AS ESTABLISHED O a v BY THE L.I.A.L.S. AND APPROVED AND ADOPTED PROP. ADDITION 275 sq. ft. 1.3% 6 FOR SUCH USE BY THE NEW YORK STATE LAND PROP. (2) ROOF OVER t. 0.5% S D TITLE ASSOCIATION. OVER BRICK STOOP 9 f JE OF N, 100 sq. f ..� TOTAL 2,897 sq. ft. 13.8% 140/ JUL 2 6 2017 S�cP .��.r C DAG DEPT- DMI C TOWN OF So1UTHCtLD 67 N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin ��� TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND SIZ TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 3- 8 Site Data Property Address 275 West Road, Cutchogue, Town of Southold, Suffolk County, New York. 11935 S.C. Tax No. 1000-110-07-11.1 0 Lot Area ` 0.480 ACRES = 20,925 SF Goy �ctvtje� Existing 1 Story Frame House — s4p,`eabyp /� wee ence �+ and Garage Coverage — 1,342 SF \ l ptovea�ot / lgbeeatoototes'd s Stot9 ,e� \ \ Existing 2 Story House / 1aeck d � � � V Coverage = 1,248 SF \ top°sea twatsto�comae c — Q cey ce 'Cook over do 0 \! SF�ee� / / / �Qo 2n&S,016ck 3 1 Existing Lot Coverage 2590 SF \ 2na sto'y �` / `s \ ao 5 w°°a d U _ cosea lDE \ \ Z area°e aa�bon ab{fie / ' S a stot`I g8 1 12.4% / {tom'. 1 Stott i top° ow to \ b e4 a &Sime, 2 g TQ pvS� Da 6a \ Proposed 1 Story Frame °v 1 e Stoop 1� f��. ma$ �000 22.5 32, �o �� House and Garage Addition "Siintg , 3.0' / 3gSfoR�Y�AM e� septic 255 30 , / , Coverage = 1,427.5 SF 1 4° G ST eab9 /' / // GE � aeotSJ4pb S 2a /s ' i G ' x.66 20.5 Sbn� roof a� °Stoop l�pto \ ae Z / % /j / 21 2 te�oate e a g r u c brick , / " Total Proposed Lot Coverage = 2,675.5 SF ct'it' / ` fin•�a ` / / 2�4 $,X�21ea � � stbo�e 2g 0 �t i po°� ® � 12.78% 0,16 Y,- W. / ` ewe % y / top°Sea, t�cksto°4 % 8'min. bng 1 a o,&°n en�ce sea new p poo � Y �tbnel 1 / ednew / / 4 mss o n ew gtx 2�eaclt'n� ' tae 9-°1 TEST HOLE DATA 4001 / f2&.0 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 12, 2003) �'IQ�s�N' 05� ,�,avete� y;K _0 DARK BROWN LOAM OL tone�ewaY .sills aby public 0.5 OV,j �o�s10veBROWN SILTY SAND SM yea {ln• as\ / tovea�otsopp � \\� \g4.5 ..' lip o o PALE BROWN FINE TO MEDIUM SAND SP sli�15�to e ss0'605 `AeU \\ \ 1`I0N V OSS mel \ v ` \ ealots"ppbeaby 17' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES \ lip v \ PERMIT FOR APPROVAL OF CONSTRUCTIO'td FOR A 1 U APPROVED FOR MAXIMUM OF� .__ BEDROOMS NG A �tCtt`� � / � � EXPIRES THREE YEARS FROM HATE OF APPRQVkl. �OZ•li d °ts J4pbedby p i \ ` / / / / / ,41 ew / l t� � tovea�otso4 ,,, 1 v �O4OSICOtetl�el \ ,.��G c beaby VOD \ a�°tsopp \ 3 REVISED 10/30/2015 2 REVISED 09/11/201 \ ` 1 _PROGRESS PRINT _ 05/11/201 \ number issued for date PRINT RECORD David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date 05/11/2015 EIJ.1OTI'RESIDENCE Scale 275 WEST ROAD AS NOTED SSI?�lSEDSITEPLAN NOTES: INFORMATION FOR THIS PLOT PLAN WAS TAKEN FROM A SURVEY PREPARED BY CiJ'1'CHOGUE NY 1193.5 Drawn By " = 20' NATHAN TAFT CORWIN III LAND SURVEYOR JAMESPORT NEW YORK DATED DECEMBER 221998 AND CERTIFIED TO FIDELITY NATIONAL TITLE INSURANCE. COMPANY OF NEW YORK, Sheet NORTH NORTH FORK BANK, ROBERT J. TAPP, AND NICHOLAS ELLIS. ` m :� PROPOSED SITE PLAN S-1 h_tV _ `S-_00 5 Lj SURVEY OF PROPERTY SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK P6 S.0 TAX No 1000-110-07-11.1 n °� tibs SCALE 1"=20' DECEMBER 22. 1998 ♦ rjfi � f � xeevYEr,iT.:am urwiE suNrEv a xmEn TaPo014R.IGL wxrry �`--x'T�.A�" •1 A•, �N,J�" X00 rmWwry z.wm.00fo NFus a cYYSPoa ro u5r maaEatt 1.xme Iwi suwEY • E. "� ` iP AREA = 20,925 sq. ft. A A,�:tJ00 % � (Ta is MEI 0.480 ac. h, e e �.1'• � � Us A 1 tj t�•. O ary17 ut tY sEprc srsrEu rt:uc�wlauENrs l��,,,,yppp Fy iggE.} MOUY MOV![ Na�Y • ��•^ • Y `� OMNG Q COP1(PQ if T i'� Y tY 4!' YIn n�/�� 9 \ CERTIFIED TO: \ FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK NORTH FORK BANK ROBERT J. TAPP NICHOLAS J. ELIS o VIP'ng13oR 5 C��GtJ .ttOxO.w[F NIIMAM NYu.,, / .� tSfN49lD \/ t4 "i °0.57 \� -S.Lc.H. 5007 ,VOTES: 1YN.nxo�kro«nan oY Nwmw ro ms nY3 s A wumr m 1 ELEVATIONS ARE REFERENCED N.G.V.O. 1929 DATUM Nathan Taft Corwin 111 SH muu°M 710°uN`E�NEr YOft sTaiE EXISTING ELEVATIONS ARE SHOWN THUS: Land Surveyor mnfs ur EXISTING CONTOUR LINES ARE SHOWN THUS: N�mw b 1F�LW���� Nsl ROOa m tt _ IIF.V1 TNe SurmYr -5ubdmsioru- SNe Rcr15- CanslrucLon tayoNl ir PR[PM2.NO1.ME BFlvl�IT. - gertaN Of �ii6�iu0v1 usi[n�Ox...r� PHONE(631)727-1090 fe.(Wl)727 1127 N 1TNF CSAfVNEt rc lM lexoxO uKV- Emrlumxs w1E«oi OUxsFLYMfE arrN:Es ioc+rm.r w;unc.ow_ss Tr.NonNaNE nvcwR P o.90.'9:1 TME alsrtncE or YN;xrs a ww RVERIW).Nn ran 1901 w.aneea,New Yen 11901'0935 µY� if.SEVENIS of YECaxO,V SNOYIN ME NOT GIM.MREO. � v 0/1 ` E \ 1 O��O YEQt1 s�0 Zy \ ao5 � ry / �` yypl y� '2° C, NN O o 201) �� J Z°J R \,\Nf' �n ORP�N ,v0 R \ 'y ,y d�po C, \ \ \ \\ \ O �Ca /cLIj J` -4,'c' \o�� \\\\ \ \\\ W I �- AOR � O �S� V jONE`�PGONG• \ \\ T-ic- - Y `O o�� °� No�� OGj0O Yn J R \ ,�< rn 2 fF-N,SOv+ y�0� O�GR \ �,'{• dm o- � / / _'- ` \ e' POYS O<. SQA I m j _ I o£ 0- 0 ys 0 6 / OO j Z ££-_ J\ 51 a a � J any y ��- T o "J R W-Z �4cv" �. DL P= E U V B D) ZIi gm Re OFF SURVEY OF PROPERTY NOV 2 6 L"Jib SITUATE SUFFOEK CONN iY DEpP.R'T,EW OF F-Aa PMER11'IC M APPROVAL 01=CMS':TRVCTED WORKS Fw CUTCH 0 G U E A SI�:OLE PkN4'!_Y RESIDENCE �"�Dii�t�a�?s:i� I' nuc ' ,,, .....,nv TOWN OF SOUTHOLD . Gate Nov 201a �..1 r°:o. A I O/ 0 Of y TOWN O F S O U T H O L The sewage disposal and C ser supply t Ot Oft ftOM raw bay : SUFFOLK COUNTY, NEW YORK inspoatau andior oed&,-d by this Dapft"I or ati w aplt 0"luul4 b be satist tory FOR A MAXIMUW, S.C. TAX N o. 1000- 110-07- 11 . 1 � 9, SCALE 1 "=20' S�IZE� DECEMBER 22 1998 pont DECEMBER 17, 2003 UPDATE SURVEY & ADDED TOPOGRAPHICAL SURVEY G°�G FEBRUARY 2, 2005 ADDED WELLS & CESSPOOL TO EAST PROPERTY L to IAEN� + JULY 2, 2008 FINAL SURVEY QPJE OCTOBER 30, 2013 UPDATE SURVEY of .L6�j. DECEMBER 24, 2015 ADD DETAILS FOR STORMWATER PLAN e JUNE 7, 2017 INCLUDE MAIN HOUSE IN DISTURBANCE AREA JUNE' p �� PROPOSED ADDITION SEPTEMBER 222017 2017 SDTAKE W ST PROPERTY LINE aA '° AUGUST 8, 2018 UPDATE SURVEY n G 61k �f AREA — 20,925 sq. ft. G p !�� (TO TIE LINE) 0.480 ac. A. �, /M ° � sync CER TIFIED TO: mac, ROBERT C. ELLIOTT A� PATRICIA M. ELLIOTT ADVOCATES ABSTRACT, INC. 9 ocF STEWART TITLE INSURANCE COMPANY BNY MELLON. N.A. G p', e ME� / p GONG �i IGS 6 .tr. 5 so AW Z 1 7018 O Al , G°N n yt11 o�, T.Co.MIEALTH SERVICES % oI OFFICE OF WASTEWATER GT. .° n GAF c-, a. X. P oGiP GSEPTIC SYSTEM TIE MEASUREMENTS Af � / 7 'r- s� LP PJNIt MAIN HOUSE an / �Q,, 0 ��,�+° � rn. �`G• HOUSE HOUSE �� HOUSE CORNER �A CORNER I�i CORNER -� SEPTIC� ��`� COVER TANK 22' 34' 9 O LEACHING POOL 26 23' COVER 43 $0 SEPTIC SYSTEM TIE MEASUREMENTS ° Fa q� Tl < �' 'Cr. FRONT HOUSE a �F • / �y�p o cutin HOUSE HOUSE HOUSE 0- / '� CORNER QA CORNER[fl CORNER19 ° ° SEPTIC TANK 20 o°�n -�_ INLET COVER 46' 16' 0 o SEPTIC TANK 49+ 21' `" l 2 rFro SFS lyc^ s OUTLET COVER p < 1 ��nc^ nti COVERING POOL 38' 24' a I° no O\�S 9 SNR GN\V,Nd °2 °ate °OF o y0 T s �v POIzG w �� ny yo F n°y o Gy JO C) SSE � 9C. eVoc Q F � 10, 0 Zn� OF 6 �GZ .IOP O2 0 \�cP. o 00 <70 \fin O°0 J U% V21 \ ONG ,Np.IF-R N- tl (IE uNEt1 NIG + QpPg o P 20 -00 °pb S �10 6� / d/ PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED / BY THE LJ A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE-•BYTHE NEW YORK STATE LAND C TITLE ASSOCAT ON. �+ p,,F 7 � . N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin II SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES THIS SURVEY MAP NOT BEARING Land Surveyor THE LANDD SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Jose Stanley J. IsakseA. Inenn nL.S.Jr. L.S. Joseph IS PREPARED, AND ON HIS BEHALF TO THE P 9 9 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-1727 OFFICES LOCATED AT MAILINC ADDRESS THE EXISTENCE OF RIGHTS OF WAY P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF 1586 Main Road James ort, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 P M771 s gl OR TO BE SUFFICIENT TO FLOW KEEP SEDIMENT ON SITE �Axly I HAY BALES AND/OR \ SILT FENCING ATTACH FILTER "i ABRIC SECURED TO UPSTREAM SIDE OF POST �+ \ \\ 4" X 6" TRENCH W/ COMPACTED wf >y/� �� BACKFILL I ny SILT FENCE DETAILS Q NOT TO SCALE 0 SVS TRENCH DETAIL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) / NCY. INSPECT AND REPAIR SILT FENCE AFTER 2EMOVE SEDIMENT WHEN NECESSARY. REMOVED SITED TO AN AREA THAT WILL NOT ALLOW HAY BALES AND/OR NOTES: SILT FENCING SED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS IG & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. PLAN VIEW RY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. VE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH 'AL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT kTION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH IATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. ROAD UIRED PERIOD OF USE. 2 SLOPE OR LESS HAY BALES AND/OR 1 SILT FENCING ENTIRE PILE COMPACTED 3/a fATION OR COVER OR NY.S DoT FILL TO 18' MtN GRADE TO ALLOT CROSS SECTION TEMPORARY CONSTRUCTION ENT (NOT TO SCALE) TYPICAL STORMWATER UNIT (TOPS TO BE TRAFFIC BEARING) (NOT TO SCALE) GRATE OVER CAST IRON INLET FRAME & COVER (FLOCKHART STRAW BALES OR SILT FENCE TRENCH DRAIN OR 6" THICK REINFORCED CONC. COVER SOIL STOCKPILE FINISHED GRADE 8" TRAFFIC BEARING SLAB--\ -0 (NOT TO SCALE) (max.) — PIPE 8'-0" CRUSI STORMWATER MANAGEMENT NOTES: o ALL A 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION 0 LEACHING RINGS MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING M REINFORCED PRECAST CONC. 4000 PSI ® 28 DAYS AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 3'-0" 3'-G" 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, (min.) 4" (min.) A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS E OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL N DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS GROUND WATER TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE R EN E 3. PRIO TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED UPL C TION B T E A S HEMSELVES ARE REMOVED. 4. RAW AL S A L BE RECESS D TWO E GROUND. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED ON THE PROPOSED RESIDENCE. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND GROWTH. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER THAN 1 SQUARE FOOT IN SIZE. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. „„....-, .,_..�,a��^w� �� :.nye{7 : �:•:v .- -HA"BAL'ES"A1il7St ' f„"'{ r::s a -+ RK BROWN LOAM DL SN.TqE" BISE Df a R OA 3/4,ST BLEND b.5' Oh pF'PROVED R.C.A. K .. . FILL Tt1"4$ MIN.ABOVE EXISTING BROWN Sim SAND SM $ GRADE 70A FOR ORNNAGE CROSS"'SECT1bN �`-;+b �:a. Z•5 RARY CONSTRUCTION NTRA�NCE (NOT TO SCALE) d ,TER UNIT . 4r."„4 d PALE BROWN FINE yds .' , Q e BEARING & ?:' < TO MEDIUM SAND SP IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840” THICK REINFORCED CONC. COVER (max.) - PIPE FROM ROOF GUTTERS 17' SEPTIC SYSTEM TIE MEASUREMENTS CRUSHED 3/4" - 1-1/2” STONE HOUSE HOUSE HOUSE ALL AROUND .a: CORNER ® CORNER© CORNER RINGS - RECAST CONC. ";` t +,y SEPTIC TANK X 22� 2a' D 28 DAYS 3_0• n . _> - COYER (min.) sg LEhCHING POOL 4COVER 22, 26� X � c N E GROUND WATER NOTES: 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: -5-Q EXISTING CONTOUR LINES ARE SHOWN THUS: — — — —5— F.FL. s—F.FL. — FIRST FLOOR G.FL. — GARAGE FLOOR 2. PROPOPSED IMPROVEMENTS ARE TAKEN FROM SITE PLAN BY DAVID BRUCE MANN, ARCHITECT DATED 09/25/2015 / 3. TOPOGRAPHY SHOWN IS FROM PREVIOUS SURVEYS BY THIS OFFICE. V DRAINAGE SYSTEM CALCULATIONS: PROPOSED TOTAL BUILDING AREA: 1 ,430 sq. ft. 1 ,430 sq. ft. X 0.17 = 244 cu. ft. 244 cu. ft. / 42.2 = 5.8 vertical ft. of 8' dia. leaching pool required PROVIDE (1 ) 8' dia. X 8' high STORM DRAIN POOL PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN–OFF ARE SHOWN THUS: DRIVEWAY AREA: 1 ,600 sq. ft. 1 ,500 sq. ft. X 0.17 = 255 cu. ft. 255 cu. ft. / 42.2 = 6.1 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOL PROPOSED 8' DIA. X8' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY RUN–OFF ARE SHOWN THUS: [DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. EROSION&SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Wire Backed Silt Fencing,stabilization & BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE N ,S,ZATE LAND Seeding of exposed and/or inactive soils. TITLE ASSOCIATION. — OF Pteft,� I APPROVAL OF STf.t-V7; 'A'ffg iW44 ZT i910hT��l�ifii� =fi r 6 �. ,� ... } XYS Lc N ED ALTERATION ADDITION TO THIS Nathan Taft C o r w i r TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To Stanley J Isaksen, Jr L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 FOX (631)727- NOTES AND LEGEND A-4 A NEW WALL CONSTRUCTION 108 705 I70 TO REMG CONSTRUCTION TO REMAIN • 0fi 07 UP 11I LL r HATH CL CL P'�T J GREAT ROOM BID ROOM 104 GARAGE 113 CL CL PRDR 114 RM IG2 lel 1 n 1 ❑ ❑ A-a, PROPOSED GROUND FLOORPLAN e NORTH Bic g Dept copy from ZBA Fi al reviewed documents ZBOk File # -------------- 0 0 0 i i a o 0 JAN U 7 )Q.�' -� 1'./3 i/Z PPOCRESS PRINT 014 �mbe, issued F30ARD OF APPEALS E dole I PRINT RECORD David Bruce Mann,Architect O 122 Eart 550,Street New Yoh,NY 10022 Tel(212)6146416 F.(212)644-6913 \ Cbem D- 121/3 1 are1[/31'2014 ELI.IOTT RESIDENCE So e 275 WEST ROAD AS NOTED CUTCHOCIIE NY 11935 D.—By PROPOSED FOUNDATION PLAN e Scale1'-0" T;tle sear NORTH PROPOSED FOUNDATION 7 AND GROUND FLOOR PIANS A-1 NOTES AND LEGEND NE11 WALL CONSTRUCTION F _ EMSTRJC CONSTRUCTION TO REMAIN / P Scale ROPOSED R0"O I'—OF PLAN e �/ NOM a1 A-4, A44 208 .U3 soa zoo DN r s _ CL BLD ROOM RATE ^OS 1 tOM TO BELOW Idg Dept copy from ZBA final reviel>a documents - BA Hf. # ate: t I _ IAUNDRT r r..... _. Cf. ?01 ?UO 3V4L ' 1 PPOCRESS PRIM 12/31/2014 y, F-—— number issued far date Btu ROOM I ;` ' PRINT RECORD David Bruce Mann,Architect 122 Eu 55th Street New Yoh,NY 10022 201 Tel(212)6446416 Fu(212)644-6913 Chem Dare li/31 12014 FSI.IOTT RFSIDFNCE g�c 275 WEST ROAD A'NOTED CUTCHOCIIE NY 11935 wm y PROPOSED UPPER FLOOR PLANUPPER FLOOR PLAN Scale I/4" = I'-0" Tr& shnt NORM PROPOSED PROPOSED UPPER FLOOR A-" AND ROOF PLANS G NOTES AND LEGEND NEN NAW.CONSTRUCRON EDSTING CONSTRUCTION TO REMAIN )' 7' Tod p of Ridge DE-10 [A EU ED EE ;; N1 Dl' m Fin. Grade PROPOSED NORTH ELEVATION / PROPOSED FEST ELEVATION Scale 1/4" = " �/ Scale 1/4" = 1'—O" El1 ZBA FE-1 — — — — — — Bldg Dept cop-from Final rev'^ eo(;oc-smentents _ s><'ZBA Fii, Date, l 1710 M M I I _ ------------ 1PPOGRES PRINT 12/31/2014 number issued for dote PRINT RECORD O PROPOSED SOUTH ELEVATION PROPOSED EAST ELEVATION David Bruce Mann,Architect Scale 1/4" = 1'—O" Scale f/4" = 1'-0" 122 Eget 55th S"" New Yoh,NY 10022 Tel(212)644-6416 Fu(212)644-6913 Chcnt Dare 1%/31,=014 F l(=RESIDENCE. Scale 275 WEST ROAD AS NOTEL: Ct TMHOGIIE NY 11935 wr By Ji PV Title Sheet PROPOSED EX'T'ERIOR �_9 J ELEVATIONS NOTES AND LEGEND NEW WALL CONSTRUCTION EMSTING CONSTRUCTION TO REMAIN d d DINING UVLNG BEDROOM GARAGE d d d 7:1 HY.TDT' rr BATH H m.� rr FOYER me �'°N BATH o+w• ❑ ❑ EXISTING COTTAGE PLAN e NORTH r r I I I I I I I I I I I r-------------------------- I I I I I I I I I I I I I Bldg Dent corn,from ZBA j I I I I I I I Final � , ,,,ants j10 0 0 ZBA F;t Date. I I I I I I I I I I I I ! I I I I I I I I I I I I I � � 0 0 0 I I I I I I I I I J I L_-- I I 1 PRqGkES1 PRINT 121:1/2014 number iswed for date L----------------- ——————— PRINT RECORD David Bruce Mann,Architect I1�Tf J I 122 Tel(212)644-6416 55th S— NF-(212)644-6913 NY 9022 L–––––––––__––––––––––––––––' Chcm Dare ELLIOTT RESIDENCE 1:/31,2'014 275 WISP ROADSole CU'PCHOGUF.NY 11935 A5 NOTED T57.–,Ty EXISTING COTTAGE FOUNDATION PLANCOTTAGE FOUNDATION PLAN T-1 Scale i/4" _ ('-0" Tlde sly, NORTH 7�� EXISTING L'A-1 COTTAGE PLANS NOTES AND LEGEND NEW WAIL CONSfRU(TION E)GMNG CONSTNUMON TO REMAIN { 6-6' _ Tp de j I - . I Fin. Grade &EXISTING WEST ELEVATION EXISTING SOUTH ELEVATION Sralr 1/4" Scale I/N = 1'-0" --- I \1 I � Bldg Dept cp"fro { 1 Final r���.,. m ZBA 11 .0 .rments LL-11 - ZBAFoe'v- Date. ------------------------------------- 1 PPO('RE'PRINT I"131"2014 number iswed far dale �1/ EXISTING EAST ELEVATION EXISTING NORTH ELEVATION PRINT RECORD �J Scale I/4" = 1—0" Scale 1/4" = .'R David Bruce Mann,Architect 122 Ert155Ur Sneer New York,NY 10022 Tel(212)6446416 Fu(212)644-6913 Chem Dale .I il4 ELLIOTT RESIDENCE &�e 275 WEST ROAD A�NOTE0 CI TCHOGI'E NY 11935 wn B, T tl& Shm EXISTING EXTERIOR —2 r ELEVATIONS EX Zoning Calculations TRD� d Lot. Area �40 f `3 A� 0 480 ACRES = 20,925 SF 4 N 64 18 4T/ Existing 1 Story Frame House and Garage Coverage = 1,342 SF Existing 2 Story House Coverage = 1,248 SF " 2e5 \ 1 Existing Lot Coverage = 2590 SF y 5 \ = 12.4% Proposed 1 Story Frame House and Garage Addition Coverage = 1,444 SF Total Proposed Lot Coverage = 2,692 SF = 12.86% t o S Bldg Dept Copy from ZBA Final reviewer :oc,meets \ = ZBA File# 6 \ ate / , 15.21 PROPOSED PLOT PLAN Scale 1" = 20' ROM oR PROrRE=E PRINT1:/31/2014 QG number issued for dole PRINT RECORD David Bruce Mann,Architect 122 Fast 55th St New Yark,NY 10022 Tel(212)644d416 F-(212)644-6913 C6ctn I)- 12/31,':014 FJ1J(YIT RFSIDENCF. Sale 275 WEST ROADA5 NOTE[ .VOTES: INFORMATION FOR THIS PLOT PLAN WAS TAKEN FROM A SURVEY PREPARED BY CITYCHOGUE NY 11935 .n By NATHAN TAFT CORWIN III LAND SURVEYOR JAMESPORT NEW YORK DATED DECEMBER - 22 1998 AND CERTIFIED TO FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK, T-,ue Sb— NORTH FORK BANK,ROBERTI TAPP,AND NICHOLAS ELLIS. PROPOSED PIAT PLAN P-1 NOTES AND LEGEND NEW WALL CONSTRUCTION EXISTING CONSTRUCTION TO REMAIN -———- EXISTING CONSTRUCTION -———- TO BE REMOVED CL. � � CL. i i im _ 11 111 rry —T� II II 1 I ------- I IL-_____ III Remove existin L------- I11 � � �` ceiling joists ----- 1111 I and rafters loll 4i� 1 iml 1 II I I I 1 I b.J DINING LIVING II I —7"FI BEDROOM I I I 1 n =------------------------ -- -+-------- ------ �-� Remove wall, I� ----- 1 'ialli windows, and IN I door I I I I' 1 Hill Inlll GARAGE UI i III _---__ CL. CL. - ------ ----- --- FL3i 1 C" Exist. I - BATH KITCHEN W.C. Exist. Exist. 1 I W.C. _ _ FOYER Tub Exist. BATH L'...--J--I—Lay. J— I ]Exist LD&Z-'�t LL� EExist. Exist.Ref. t , DW I Range xist. I I _-__ Lay. II ` I � I r� r� Remove section LJ of wall and window _ ____________ Remove garage - - __ ____________________ door Remove exist Remove garage Remove garage portico door door LJ EXISTING DEMOLITION COTTAGE N Scale 1/4" = 1'-0" PLA NORTH i- - - - - - - - - � - - - - - -, F- - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I r-- - - - - - - - - - - - - - - - - - - - - - - - - - - I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 0 1 0 0 1 I I I I I I ► I 1 I I I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I L - - - - - - - - -J L I I I I � I 0 1 0 0 I I I I I 1 I 1 I I amended for dob review 01 23 2017 l I 1 I I amended for dob review 11/07/2016 I L _ _ _ I I 1 issued for dob review 10/05/2016 L- - - - - - - - - - - - - - - - - - - - — — — — — — — number issued for date 1 PRINT RECORD David Bruce Mann, Architect I I I 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 0 Client Date ELLIOTT RESIDENCE 275 WEST ROAD Scale Ci1TCHOGUE NY 11935 AS NOTED Drawn By 0_EXISTING C� �TTAGE FOUNDATION PLANJCPV „ Sheet Scale1/4 = 10 NORTH � EXISTING/DEMOLITION D-1 COTTAGE PLAN (4) 2x10 rafters with 2x8 collar NOTES AND LEGEND ties nailed to each side of built equal 9" equal 9" equal 9" equal up (4) 2x10s with (12)-16d into each M. Use Simpson hurricane ties H2.5T at typical 200 rafters, NEW WALL CONSTRUCTION 4.1 j 7��R 104 of the builtuoa p( 4) 2x10rafte son H6 on each e Strap V 1 over ridge and nail to top end of opposing rafters with Simpson EXISTING CONSTRUCTION qIF______ - __ - - ----- - _ ST2115, use 2 straps at built up Roof - -- (4) 2xl0s. TO REMAIN W.C. BATH 103 106 Shower SEE STRUCTURAL DRAWINGS FOR CL \\ FURTHER INFORMATION Lav 7-1 v 0 co BATH 106 S/ 104 104 rn 104 3 102 COMBINED SMOKE AND CARBON 2° o A_2 MONOXIDE DETECTOR N Detectors must be hardwired r --�-- 3 and interconnected so that if r,.-... ' 1 111 z one smoke/alarm detector " Relocate 1��1�21 ��\ DINING/LIVING Detectors must comply with UL activates, all detectors activate. -2 l GARAGE 2 103 102 2034 and be equipped with end Lay.- I 105 A_2 of life alarm to signal it is 4" co time to replace detector. Relocate I CL W.C. i New I CL CL - UNLESALL S OTHERWISE ECTORS OWN NOTEDE NEW Shower I (__, relocate floor CL Exist. 1 KITCHEN A.C. register 107 Ground Floor I Exist. __ FOYER BATH Tub 100 101 -- — -- o!%-: Exist. j Lk ] Exist. Exist.- — 41t2" 2" 105 Ref. J S1 DM Range Est. e - ---- 100 T 1A 4 e105 A C.O. M�1/4 ED GROUND FLOOR PLAN To Septic " = 1'-0" 4" NORTH &P— LUMBING RISER DIAGRAM NTS I I . CRAWL SPACE I �Exist Living Room O O O 1 & Bay window CRAWL SPACE BASEMENT / SLAB ON GRADE O O O CRAWL SPACE AMENDED FOR DOB REVIEW 01/23/2017 AMENDED FOR DOB REVIEW 11/07/2016 1 ISSUED FOR DOB REVIEW 10/05/2016 Align number issued for date PRINT RECORD David Bruce Mann, Architect D 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date ELLIOTT RESIDENCE Scale 27.5 WEST ROAD AS NOTED CLJTCHOGUE NY 11935 DraT><7i By 0428�P' SDFOUNDATION PLAN 2 1/4" = 1'-0" ' sheet NORTH �r F sa 'a �° PROPOSED FOUNDATION "` AND GROUND FLOOR PLANS New 30# asphalt shingle roofing on (4) 2x10 rafters with 2x8 collar continuous Grace IWS self seaming ties nailed to each side of built membrane on M" exterior plywood up (4) 2x10s with (12)-16d into e new 2x10 roof ra ters each 2x8. Use Simpson hurricane ties at 16" O.C. w/R-30 batting `' 'r H2.5T at typical 2x10 rafters, Simpson H6 on each side of the - built u 4 2x10 rafters. Strop - - - New section of 30# � p O P �. --- �-� over ridge and nail to top end asphalt roofing shingles of opposing rafters with Simpson Bottom of Collar ties on continuous Grace ST2115, use 2 straps at built up to'-o" AFF IWS self seaming (4) 2A Os. membrane f F. HAVAYAAW } _ Fin. First Floor (Verify) F= F= Fin. Slab (Verify) New section of 30# New section of 30# asphalt roofing shingles asphalt roofing shingles on continuous Grace on continuous Grace IWS self seaming IWS self seaming membrane membrane VERTICAL S�ITION THROUGH GRAT ROM Scale 1/4" = 10 PROPOSED ROOF PLAN Scale 1/4" = 1'-0" NORTH New 30# asphalt shingle roofing on continuous Grace IWS self seaming membrane on 4" exterior plywood sheathing on new 2x6 roof rafters at R-21 spray foam insulation 16" O.C. w/R-30 batting i. Match existing cedar shakes on 30# bldg. felt on %" ext. Match existing cedar shakes plywood sheathing on new on 30# bldg. felt on %" ext. 2x6 studs C 16" o.c. with plywood sheathing on new R-19 batting (typ.) — 2x6 studs C 16" o.c. with R-19 batting (typ.) Existing floor Existing floor Fin. wood flooring on 30# felt on joists joists — Fin. wood flooring on 30# felt on 3/"plywood decking on new floor %4"plywood decking on new floor joists at 16" O.C. w/R-30 batting joists at 16" O.C. w/R-30 batting Fin. grade +(1'-1 %") ,{� +(1'-1 y") - - - - -- Fin. First Floor Fin. First Floor If , ° (Verify) (Verify) (2)-#4 Top & Bot 2" R-10 rigid Existing insulation (2)-#4 Top & Bot foundation #4x10" dowels at 24" 2" R-10 rigid Crawl space slab o.c. vert. w/4"' Fin. grade Q insulation adhesive em)e dment 2 AMENDED FOR DOB REVIEW 01/23/2017 at new beyoidl Crawl space E 1 ISSUED FOR DOB REVIEW 10/05/2016 Existing slab d slab cfl number, issued for date • (3)_#4 Existing (3)-#4 , PRINT RECORD o foundation •.°• David Bruce Mann, Architect Fin. Slab Fin. Slab 6 8 6 (Verify) (Verify) 122 East 55th Street New York,NY 10022 Existing slab Tel(212)644-6416 Fax(212)644-6913 Bot new ftg to be JBot of new ftg to be Client Date more than 1:2 slope Bot oif new ftg steps more than 1:2 slope above bot of exist ft . ft above bot of exist ftg. cy�r ELLIOTT RESIDENCE Scale g down to match exist g ��"� F, 27.5 WIi;S'1'ROAD AS NOTED � CUTCHOGU>✓NY 11935 Drawn By VERTICAL SECTION VERTICAL SECTION l;t1e sheet „ , Scale 3/8" = 1'-0" 00 PROPOSED ROOF PLAN & �_� .._ . , =—w SECTIONS .GENERAL NOTES ELECTRICAL NOTES Site Data 1. ALL WORK SHALL CONFORM TO ALL LAWS, RULES, AND REGULATIONS, INCLUDING REFERENCES STANDARDS, OF THE 1. EXAMINE DRAWINGS AND BECOME FULLY INFORMED OF THE EXTENT AND CHARACTER OF WORK TO BE PERFORMED. NEW YORK STATE BUILDING CODE, FIRE PREVENTION CODE, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. REQUIREMENTS, AND THE BEST TRADE PRACTICES. ALL MATERIALS AND EQUIPMENT USED IN THE PROJECT SHALL 2. SUPPLY AND INSTALL ALL ITEMS, ARTICLES, MATERIALS, & OPERATIONS INCLUDING ALL LABOR, EQUIPMENT, CONFORM TO, AND HAVE APPROVALS IN ACCORDANCE WITH THE LOCAL MUNICIPALITY, ALL REFERENCE SUBCODES, AND MATERIALS, & TOOLS NECESSARY TO COMPLETE ALL SYSTEMS SHOWN ON DRAWINGS, RENDERING A COMPLETE 1 WITH ANY OTHER PUBLIC AUTHORITIES OR AGENCIES OR AGENCIES HAVING JURISDICTION OVER THE PROJECT, INSTALLATION. ` ` Property Address 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE 3. OBTAIN ALL PERMITS REQUIRED. ARRANGE FOR INSPECTION OF THE WORK BY INSPECTION AUTHORITY, AND PAY ALL DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY GOVERNING NEW YORK FEES. PROVIDE FINAL CERTIFICATE TO THE CLIENT/OWNER. AGENCIES. 4. CONFORM TO THE REQUIREMENTS OF THE ELECTRICAL CODE AND THE RULES & BY-LAWS OF ALL AUTHORITIES ` 275 West Road, Cutehogue, Town of 3. THE CONTRACTOR SHALL BE LICENSED WITHIN THE COUNTY OF WORK,. HAVING JURISDICTION, 1 \ y 4. THE CONTRACTOR SHALL PROVIDE WORKMEN'S COMPENSATION, LIABILIITY, AND PROPERTY DAMAGE INSURANCES TO 5. ALL MATERIAL EQUIPMENT SHALL BE NEW, UL APPROVED, BEARING THE UL STAMP, AND BE COMMERCIAL GRADE 15 Southold, Suffolk County, New York. 11935 LIMITS AS REQUIRED BY THE LOCAL MUNICIPALITY AND /OR OWNER, AND SHALL BE RESPONSIBLE FOR OBTAINING AND UNLESS OTHERWISE NOTED. rLa 0 PAYING FOR ANY AND ALL PERMITS REQUIRED BY THE LOCAL BUILDING DEPARTMENT AND ARRANGING FOR ALL 6. PROVIDE TEMPORARY ELECTRICAL POWER FOR THE WORK OF OTHER TRADES AS REQUIRED BY THE GENERAL REQUIRED NOTIFICATIONS, TESTINGS, INSPECTIONS, AND APPROVALS. CONTRACTOR. / ` S.C. Tax No. 1000-110-07-11.1 5. THE CONTRACTOR UPON COMPLETION OF THE WORK, SHALL APPLY AIND ARRANGE FOR DEPARTMENT OF BUILDINGS 7. PROVIDE TYPED CIRCUIT DIRECTORIES FOR PANELBOARDS. INSPECTiONS AND SIGN-OFFS REQUIRED. 8. PROVIDE A CERTIFICATE OF GUARANTEE OF WORKMANSHIP AND MATERIAL FOR ONE YEAR FROM DATE OF 6. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR W9TH THE EXISTING SITE CONDITIONS. THE ACCEPTANCE. SUBMIT"AS-BUILT" DRAWINGS WITH ONE SET OF MARKED UP PRINTS TO CLIENT/OWNER AFTER CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO COMPLETION OF WORK. bc COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT. 7. IN A RENOVATION OR RESTORATION PROJECT, ALL DIMENSIONS AND CONDITIONS SHOWN ARE APPROXIMATE, AS ALL O ^���0el / \ \ Lot Area NEW WORK MUST JOIN AND ALIGN WITH EXISiiNG CONDITIONS. THE CONTRACTOR SHALL DETERMINE ACTUAL FINISHED Y G �byc 0.480 ACRES DETAILS OF CONSTRUCTION RELATING TO HEIGHTS, SIZES, ETC. BASED ONI FIELD MEASUREMENTS, ALL IN ORDER TO JOIN K. NOTE: PROVIDE HARDWIRED INTERCONNECTED SMOKE / �p,SY� p ' 1st �^ = 20,925 SF 8. MINOR DETAILS ALIGN NEW EXISTING NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART DETECTORS IN ALL BEDROOMS, AND IN HALLWAYS Y�CZ �Sup4be&)C6 OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON THE DRAWINGS, OUTSIDE OF BEDROOMS, IN MECHANICAL ROOM, AND To�ea 9. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER AT FOOT OF BASEMENT STAIRS. CARBON MONOXIDE \ l"�p / - / / ,Ely fists a eck ,, \ \ 3 Existing 1 Story Frame North TRADES (PLUMBING, ELECTRICAL, ETC.) DETECTORS TO BE THROUGHOUT DWELLING PER NYS CODE. \ ' w°° \ > - 10. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL s g°ne � ` o House and Garage Coverage - 1,342 SF ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. irI op°$eae� one / ee1� ce a� Toof 041E 9 11. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, AND REPAIRING AS REQUIRED TO PERFORM ALL OF THE r gp3 SF e WTth - eTT� p WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. 1� toca oomcotrag tlons �- astQn ° 1 i � 2n deck � � �. Existing 2 Story South House 12. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR THE SITE AND ADJOINING PROPERTIES, BUILDING DEMOLITION NOTES \ �'' bei e�*Tyv / - Roy wooato STRUCTURES, PAVEMENTS, SIDEWALKS, STREETS, CURBS, LANDSCAPING, UTILITIES, AND IMPROVEMENTS WITHIN THE AREA gaT Z Coverage = 1,158 SF 1. CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION AND REMOVAL INDICATED ON THE DRAWINGS AND AS \ i Y E r Co 88• OF OPERATIONS UNDER THE CONTRACT. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY CLOSURES, / MAY BE REQUIRED BY THE WORK. ALL WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A SYSTEMATIC MANNER. i al stO� S�OR YIO�S `� 23� GUARD RAILS, BARRICADES, ETC., TO ADEQUATELY PROTECT ALL WORKMEN, OCCUPANTS, AND THE PUBLIC FROM e POSSIBLE INJURY. IF NECESSARY, TEMPORARY PROTECTION AND A CHAIN LINK FENCE SHALL BE CONSTRUCTED TO 2. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR i pTop�,lna°`N� 2S0 S��O ` ExistingLot Coverage = SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO / �� bay ce COnng � �F P+�Qov X04 0� ` \ g 2500 SF PREVENT UNAUTHORIZED ACCESS TO THE PROJECT SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY �At,3' THE OWNER. n Tep1a Stoop ,est �, 6a VANDALISM OR DAMAGE RESULTING FROM UNAUTHORIZED ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT. /� �¢ asontY eU �• f0• OB $ 3. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR y � � 2S' � d>� � 5 13. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. G \ ° i c 22' - \ = 11.9% AS THE JOB PROCEEDS. LEGALLY DISPOSE OF MATERIALS OFF-SITE. THE SITE SHALL BE LEFT BROOM CLEAN AT THE °� '-dr / � ^�• 14. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR E i �,�M 3.2' 3. F�pst / COMPLETION OF DEMOLITION. d 39MF U PLUGGED. 7 „ RY 255 4. REMOVE OR RELOCATE ALL WIRING, PLUMBING, AND MECHANICAL EQUIPMENT AFFECTED BY REMOVAL OF PARTITIONS. -� it TO OSS t 15. CONTRACTOR SHALL PROVIDE FOR THE LEGAL REMOVAL AND DISPOSIITION OF RUBBISH AND DEBRIS, AND FOR THE P S� " IS R c �Q�t , Proposed 1 Story Frame REMOVED PIPES AND OR LINES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR BELOW FINISH SURFACES, AND u \ ��� �' ORS GE r? h ore GENERAL CLEANING FOR THE FOR THE DURATION OF THE PROJECT. THE SITE SHALL BE LEFT DAILY WITH ALL o ` 2 N °ck / 1 North House and Garage MATERIALS AND TOOLS STORED IN AN ORDERLY FASHION, WITH ALL AREAS BROOM SWEPT. NO ACCUMULATION OF DIRT SHALL BE PROPERLY CAPPED OR PLUGGED. MAINTAIN EXISTING UTILITIES TO REMAIN AND PROTECT AGAINST DAMAGE LO S Z a / �C' c� ° To stO°p 7 ` \ DURING DEMOLITION. DO NOT INTERRUPT EXISTING BUILDING UTILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY THE \ \ 2 215 fin fl' 66 bas o, g OR DEBRIS SHALL BE PERMITTED. UPON PROJECT COMPLETION, THE CONTRACTOR SHALL LEAVE THE PREMISES FREE / 2� / ` Addition Coverage = 1,427.5 SF AND CLEAR OF ALL RUBBISH AND DEBRIS, AND IN A BROOM SWEPT CONDITION. ARCHITECT AND/OR OWNER. e 2 5. IF UNANTICIPATED MECHANICAL, ELECTRICAL OR STRUCTURAL ELEMENTS CONFLICT WITH DEMOLITION, REPORT THE \ fo. \ �� / d eU to ` 16. ALL EXPOSED FINISHED SURFACES SHALL BE TREATED, CLEANED, VACUUMED, OR POLISHED IN ACCORDANCE WITH 9.2 2R 1st non NATURE AND EXTENT OF THE CONFLICT TO THE ARCHITECT IN WRITTEN, ACCURATE DETAIL. PENDING RECEIPT OF p �' °'�. � ca 1 MANUFACTURER'S RECOMMEND AiiONS. INSTRUCTIONS, REARRANGE DEMOLITION SCHEDULE TO MAINTAIN PROGRESS. 2g tez / n Fxact�oTea 17. DISTURBANCE OR DAMAGE RESULTING DIRECTLY OR INDIRECTLY FROMI THE OPERATION OF THE CONTRACTOR, �g`Na / r3. IR veli 6, IF ASBESTOS CONTAINING MATERIALS ARE ENCOUNTERED OR SUSPECTED, NOTIFY OWNER AND CEASE DEMOLITION sb e ea OO, over be / INCLUDING DAMAGE TO LAWNS, PLANTINGS, OR OTHER LANDSCAPE ITEMS, SHALL BE PROMPTLY RESTORED, REPAIRED, e� / C-t Elfin' AND/OR REPLACED TO THE COMPLETE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE WORK IN THE AFFECTED AREA UNTIL ARCHITECT AND/OR OWNER ISSUES INSTRUCTION TO RESUME WORK. ` eteT/ 262 4Topos e TOO, ooP OWNER. \ / ' / 2 StoT9 fT 1 19. UNLESS OTHERWISE PROVIDED, THE ARCHITECT AND ARCHITECT'S CONSULTANTS, INCLUDING EQUIPMENT \ � 5�1, a 22 aa�a°� ceU� MANUFACTURERS AND THEIR REPRESENTATIVES, SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, iD e� 01 enbaTT PLUMBING AND DRAINAGE NOTES 6' UnaeT� e eU Total Proposed Lot Coverage = 2 585 SF HANDLING, REMOVAL, DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE 1. ALL PLUMBING WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF NEW YORK STATE ` \ WateTbn X3'3 / / PROJECT SITE. THIS INCLUDES, BUT IS NOT LIMITED T0: ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB), LEAD PAINT CONTAMINANTS, OR ANY OTHER TOXIC SUBSTANCES OIR CONTAMINATE. SHOULD ANY HAZARDOUS PLUMBING CODE, AND ALL OTHER APPLICABLE COUNTY AND MUNICIPAL CODES. MATERIAL BE ENCOUNTERED OR SUSPECTED, THE CONTRACTOR SHALL CEASE WORK IMMEDIATELY AND REVIEW THE 2• PLUMBING CONTRACTOR TO EXAMINE PROPOSED LAYOUT WITH REGARD TO EXISTING FIELD CONDITIONS, AND NOTIFY 12.3% PROJECT CONDITIONS WITH THE ARCHITECT AND OWNER PRIOR TO PROCEEDING WITH ANY WORK OF THE CONTRACT. ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. 20. EXCAVATION FOR UTILITY PIPING OR FOUNDATIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 3. PLUMBING CONTRACTOR SHALL INFORM ARCHITECT OF ANY REVISIONS TO THE PLANS DUE TO FIELD CONDITIONS OR \ st oTT'Co CONTRACTOR SHALL NOTIFY THE LOCAL BUILDING DEPARTMENT AND/OR UTILITY COMPANY TO DETERMINE LOCATIONS OF COMPLIANCE WITH REQUIREMENTS OF THE APPLICABLE CODES. ANY EXISTING UNDERGROUND UTILITIES, AND PROVIDE PROTECTION FOR SAME DURING EXCAVATION PROCEDURES. 4. PLUMBING CONTRACTOR SHALL ARRANGE AND OBTAIN INSPECTIONS AND ALL REQUIRED SIGN-OFFS. \ b aenf/ea 4 21. THESE DRAWINGS AS ARTICLES OF SERVICE ARE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER BUILDINGS, PROJECTS, OR PROPOSALS, OR PORTIONS THEREOF UNLESS SPECIFICALLY APPROVED BY THE Q \ \ ARCHITECT. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE L�, ARCHITECT, TO ALTER THIS DOCUMENT IN ANY WAY. THE INFORMATION, CONCEPTS, IDEAS, AND DESIGN CONTAINED IN ENERGY CODE COMPLIANCE THESE DOCUMENTS ARE PROTECTED BY UNITED STATES COPYRIGHT LAWS. \ / ' 1. To the best of my knowledge, belief, and professional judgement, these plans andIf , / �IOI� OS� yTTel specifications are in compliance with the New York State Energy Conservation CodeT A \ \ /, Op w e ane y p�bV \ / + e°f Sin rte' So4pIV- 2 ' N 2 �� licnpT°veaiot REScheck Software Version 4.6.0 \ / \ Compliance Certificate 2009 lECC Energy NJ/" 1J/ Efficient Certificate 5V \ � COIF O el � ti� �T Vas Project Elliott Residence \ aby p JbUcwa \ Etw4r coda: 7009!ECC Ab.-Grad.Wall 09.00 \ tocon,bon. Suffolk County,Now York R•loyF•Gnd�Wall 0.00 Floor cbuc'm Typo S amly 130.00 \ Prima Trx Addition Mon C,dRng iRoof 21.00 vee Climate rmSona: 0(5999 HDDsoy Patina Date' / DYctwalt(untondRlonad spaces)[ 1 l pTO \ \ hrmA MumDM. C«rotrixtiot3 Site: OWna/AgemfloslgnerfCantractor WledoNo 0.29 21s wast(load cdeege mtnl,aon Door cactoqut NY.NY 119311 HoaHa9 stmiao• Cooling Systems ` Ce.oaa,.- /a.Ox a-H•rTMaetl• M.,.mww ,2 YhwW 1• Water Heater: ' n t1wwRlr[•,..cm....,rrru ro,.,<.,..:r.w.rh.«...n s.-o..rw.hr.4..e.w. Noma• Oeb: Envelobe Assemblies Comment. PROPOSED SITE PLAN NOTES: INFORMATION FOR THIS PLOT PLAN WAS TAKEN FROM A SURVEY PREPARED BY ciabno �° t NATHAN TAFT CORWIN III LAND SURVEYOR JAMESPORT NEW YORK DATED DECEMBER Ca+Mp1;Fl•ttennPor5vp Tr- 37 3i00 .0 01015 10Scale 1 - 20 Window 3;-Woodral[nkng ., �,o pd o,ou 2 22 1998 AND CERTIFIED TO FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK, Wan 1:wood f<.ma.16'•t. ISO L9 o 0.0 01060 6 Wm4r t-Wood Fnrrre,0ou01e P.ne wth Low E 45 0.290 73 Wall 2:Wood ha.H.16'o c. BS 19.0 . o.Zo d FORTH NORTH FORK BANK, ROBERTJ. TAPP, AND NICHOLAS ELLIS. Window 2 Wood Frame'Dottla Pane 11th LolF 16 Mm 5 Floor 1:AW-Wood lonVTnna:OvrNraOlydaMentl SPeca 37 100 0.0 0033 1 Floo,2-AI-Wood lobt(Trure-0~time ddionad 5P+0 47 1100 0.0 0.033 2 Cempk_Sial r at:The"rdpo•ed b W dog daspn descnbed here it Coo—M wth the buldnq Plan.,p«�abe,q-and other cal<wbrwn a,bminM with the PamR.ppkc.bon The Propoxd li iding has been dearpned[o meet the 20091ECC repuramart,n RFS<be<t Vannas 4.6 0 and m<umply w h the merdol ry rep Jmmmb 11tH In the REStberk Inspltecr•Chertlift N.m< TAI. natua Dot. SHUTTER ASSEMBLY FOS. POR PANEL SPANS, O 4 40 WIDE SPAN 1 \ 29/52'APA 5FAN-RATED 46/`24'SWATt4N S 6RADE PLYWOOD (OVERLAP AROUND OPENINGS 4') 1 wyt�A A i1e Protect role'a al"Rgsndence Re tett data' 09117116 . + 1tTTAGMIM5 STRLIGTTURAL.PANEL.FASTEN TO BUIL`l&5'w/ `-� `C7 Data Men,maD,lProlecblOwid Mann Ar<hl[octV"REII,ott Ctcchoouetreschetk1201609U15Untltled.Kk Page of M`NIoX9°tw/k+AsOI 16" 6ALv►NtZED ole srAINLP55 SrEEJ- � lb SGIIVE F 16'OG. ALTERNATIVE FASTER FOR sNlrrrEPe To BUMLDIfrba G/ 410 TEE HUTS ATTACAlD TO DLD6 w/410X1.1/1 f W/KASFt'R91 ( y MACHINE SOLT 0 12"O.G. 1' REScheck Software Version 4.6.0 4c ioanfadb ,a . +P«,ba�- °temp9eaT „<. - -.[Ymr•entalAt4urspltoaa _ pore Y1rDt•d FbM V►iMl•tl 8.<t - S;•< Pn _ d FaPohp)RwyMla MaP.ct#on YA/w riles �e44+at ieaw►Rb/Aa•umptbne P TmwblbnPrdtreibn goes VerHl•d F1eMVerified • F1nM Map•etlaa Wmlalma- P11aR YarM•d Fieldalluo d V to [s Iba7' a /�-y [t� Inspection Checklist 90]2! pm.tvecwa installed YCnJCamPtas Etc• -.•� Vales vales MpR•,si dPaa.e7,2A,.araPliaro Y«lu. Veba . P [emP.ryMwmptbwa or ty ' naso n ptb«Rp,.em+M a hat wvin.k4_ 6 R .10 n�llD Vol11P 1Ratoct e.pc.ed e.tenume Wtnoi VoCe,Nd 402.1.1. ..I/nng Watta%targa-wargMed 11-i 14 pComPhet 5•a defrnNxr 4HMgter 3031 AlinultW aSHl,Om itlWred [0311. .[htdirq imJa,en Rvehe y/heee iR--� :R- ': d eld•rgt•mYnmvnr6nn,aabwi d02,1.1. ergo) (]�,,,d e.w.r¢IYatuar p4t1 hr[ha ntbllhd 0.�vrues _ ;',ht'?;;fi;ro'.,�.��g1ol's' �PaturaneMwtWmK a02.3,1, CRl38nncqure A..k c.Nit �amPi{ty I��r�.A,1m4A,,. NetOb3ervaate' P,,I a .Ot3pM not :O t' (7 ware OLAP..uae TIPLE SECTION ASSEl113LYt EnerCNJ/ gy Cone:20091ECC q•tle. 40z 3a. %t APPbnbl. 402.s ,ONal Obaenabb ypmrdetl z INIF used drmJ at__t Tolct,reme ConsmWWA,ii re nddres5ed dlrectty in the RESc71eck Software 7 1' -ONet tm,.crdraela H17P oomPrexM.Pewee.P•30 may ;� ;p iter Oztot oa.rrwu :5ro1•w Ice metbrp nYMem aPnbas. pb ERc•Ptbm 0.egu,hwerR n rtR apPIH•bb IFR31' '.ONot Appktablp , 5 o:'Ona b0lkuble ba wed far 50o R•tr 20% t Ova aP'1,61. ' om Tett m the`them Cann that a Catmn 1,provided by tM uer m fhe Ci Nt it k C imentmentt tcra•n,Far each Pplip rnteeed '{�0met Mot g7 p ngraromant the alar certrlNt dtat•COde root Urennaint Wl"botmot ard hot MetKdocumentad.or Mat an atce t[on 407,1,1, rFbw awuabon p-vIw. R-_ R-u, CComplw Sev ary FnvNape 4.MraAta tlhkhavarnlea}wl,p<a i I I/4'THIGK BQLTr/. •2.OG P Not Oba.rvabb 303.1.1 ;W«tan dfen oilionpmdu[n,:- _ �2i •r.M.A"wwc -aJRcwnt petro mt.vabNa r b bang clamed.Where complar3ce is rtemiud m•separate Leola.s reference to that Leola n provided. - omplRaflequnmenr wd be meL .❑Wood 0 woad �ooa,Mot M':-, ;i�`bt APP!<•bN IFpd)' ',an d.twrm,rd In hwCWd.n<a +:. -•� 4032.6 ; 7031.21.C111 wren Mtlbtkd rlah tl,t Nf0.0 Last ptgeesu'a or I'M�P :❑ :O �ON.oapwbkr 3032 J.ct3.wL m.weoa,w >. ° aMe' Requrenent wp be mat a? Ode.Not star sled ro rn Per w se<t1Pa Y On1e,Mot AddRbnal CemmaFdalAastam omtONot Obseroabb Orva waK+,bk "� # Plot Y•eMod FbM VeARod MI ;tatwtrpm arar.Je ta. 8 4 IFuI' a"ro,rn n,wean mart.d air r {- L«.MMP aw • Ar bnfpaa R•Ybw -•. M pet, »t GnaR•sy GaeRm•alsMawmpfteaa 'OMp, t2haeneek p'^r1s 6 R AD Vales Yalw Apatabb >00 M. ; �bt D1p A3 402,4.4 'FMrsiniban Matas rice bul LICPirm Riolix ,tail be met 3033 ,Floor mJatron MtbRed par , ,(]Complire Pegurement we be met `"1.•, `� -'Qt7a APpiR•Ha 1032 Comlrtetendmoinoi o tl ( t 1• n•,yl.es Roo utcmml we re mer IFP201' ?b kstad a"bbrad as mupro 4'p�t pia., 402 26 m.r:wttuvf wbuipns.aMi tr- ' ", ,� r,Ot,ag.s,lpc a02 3.3 At«aceta hatch aw daM fl ;0... IPpll Ir :dptunMeMwn tlemenw•t. 1313-Mot •MiM/wpNA/CSA lOLe 521Ad80 �.4 l l` msUMurcal ceMatt wMeM --• ^'� eNz 'E...,- •L«a"ae an P"a'"P•ee IFl1P trownon aR vHurhd du ,I Pew ;RaqurementwR ba at ;enMOY ceea tompirn<e bf Ma 1 O ;o het er l[nbon nus , ObtaNatk .'uroarudaa tlta.JNlor. „ r.",1 1 `Ck+a Ob..rwaka p,9 A: {ly .ana+s m,ambN OOeM"et Mot ;butlnp a+vebpe. MLR obaarvlbb• Pat MFRC �,E - ..1'Vµ Y i 401)mot do not.tcaed cede a OMat APat.u. • - ApdKubb l]ttot Obt.nabb , Cominccbondraw °�iw° � d0211. W.t.*J.nOna.vdwnoftheth. 'R_ yR._ ..am Sw ho nwbo.A-;;7.- 1,0,)2 Ck+PtAppl •bla 1 ISSUED FOR DOB REVIEW t9,and _ I.va RpurwnM,t wR he maL W.4.9 ,KxaMr«anadliphtrg fist , 40224- m+sn»•R 11th at b.senattq ;a Wyk IO,V� „ :ukh h<rWer, 40312. Bulldr�g atwebpe tghtrw.nn cit so KH 50.E pas le, 10/05/2016 i :d«uneMxran OemdlfhMe - '1 omp °� P of ERtap11•nt itaquramant r d M IReauram•nt wl be met ' - �U°1`'^�F+°t FR76P 'aa.l•d«rorarn.6Antarnr linen 77 IPR31[ :•nar0y<o«eom irnc•Ior --' s 'ODPet Mot trot. da. 0225 1aa nlwtron on Pe w.l ;p Mm• Mas, 402.42.7 &.7Aby. pl.bM test w: Qfoes NM -------- P ' Na tlhervabk' yew ltbNW mndeM•s2,0 cfm _ PW`• Ilett •atter,".rJ,a a,ten«Imwrc<, �'tal tNewr.tl.; Stas 77' a<7 Ae71.t]o Pe,Tan ---- - -- -- --- t3tM.nr.bb �. PPRt<. �aK- yb�n PaRebld number in N,h issued for dote 1 FL dm«heracd, _ '_,13"AppkWe j cats nrc.bor,tnrbs n.rd to �taA ;sntanBm.M'.ervay mJ6Pb .ONa roWR•M. °tl' t`'.'l.•ka9a et 75 P•. - ONa 4 nromant a ;❑stet Q stet ONa 4 maurrnwn m.y rmtaW!w mea; DWot elMervebb 'd�a,q ur4,mux d•montrnM 40331 �-�5rpplydrR[,mettrq are P fl-� VH plb+aca vntlrnr eomrneeert , - - �- omplks ,Ralurement mF be and 3032 .WleinwennY,-.11.per oeord Inswtion :rode IFPl3)' "aonowai"""'PKMaduct R_• RT aoae,Mot vwfr mM,w<tha«',imer-oorha E .. wVt',;r = ;ReourementwebemM. ,n _ SHUTTER ASSEMBLY PRINT RECORD .6 •t Meebno.w carhop aqupmentn Hesenq Heat,m Maples 'Ree unemhm wP be mot :otRade des oubirp r•rebpe eta ♦]Not Ob,arvabb' •LKaffOtlM pbaAhPac, [0312 [bat conxn.tondrettghda.ts !_c/m �chn 1442?', :na.d Par ACCAMarwMSbatad stuAtr_ &u'hr rn� - -':Orval06apvr,bb pita itoo rr,wl bamK :Weer Mgt m,Jetcd to*R4 (]FIM ADNRabte 619 A-2 if.], teC,aaJcd<R CIm McJdm,y L7oora NM NT.S_ .Watla Pe<ACCA Menwlla Cad.eg. iCod a+d,pph[atte M112 cfm,emw avuemt Or, oMar�pprgypd enD ON.Obsert Ibl•' 403.2.2 Nf pads Md teamsra<dreh 2 Pnylles Requ,_t wl be met all 1 ;; eew7.:_ ;eeu.v_ C7N«�dKeWe tFR191' .1t atndbn.liter aetm,•.d g pppp�iy, AddtNnnal Comes»eta/Aasumptlonst ronya..t.0 r«J[as6 ctm D'+ot Ot^a^'•nie; FOR PANEL.5PAN5t 4'OR WiDEIe SPAN '»t�ta,ateari4 11, PMeaH. David Bruce Mann Architect buNhttp cwMetuMn Hun r dKYen ma Mbeee P ONotAppk'bl. a„9Fem r " 23/32'APA SPAN4tATI*D 46/94 SHEArHIN6 GRADE PLYWOOD •duce.«•tend. F a [Not observable 4fntR.Ir treses.Rpwhmt«e a lol.i 7 .buamq na a.dt fa1+f:R1 A+P AROtJAO OPENINGS 4'} AdeRtbmlCanns•nrifA.,um lana[ ase lnpetbon 1 pits Re9u.ement w1 b,mea. I�1sP 'a ppr d Acs ppegn No 40]t,7 P oprmm.b a taermo,tab ompe M Faaaptlw,RequeemMrt b 2X4 5TIi0456 BACKS�24'Or, � ' ,prbcob,en.bb' IFnP .',mmedon1-ad.11F p1I C'klee NM rrnc.val<aa. ''ONR Apple•d• V .' W J. 7 ""7. Obtetrebk ASSES�LY1 ld]3 FrvAtpb+rocow•rero"'d• It._ -�rrr-pt,„ E',«-pHw,fl.gnram•nta -L)"Apdee"e 1 122 East 55th Street New York,NY 10022 IFR{T1* .low•Los,orcMe.d N da (] an 1 2,.Newt Pump me.ma.lat nw11M - �--- Doe6tdM n«rapt<.re. pmt-1[ pri<'. Ek(vpnlMl Raqu<Mavr[h 11 PREA°J'.�1'TEE PL=SC TO L+0 12 •IO[tS'(Ir,r/P(A,gFtE1Qg)6ALVeHIZCD OR ,"won ss.F•re-J­of Intoe "•n n..e tR,np• g a] - r'Ooasa Fete rnot.PplR.tJe Y7rbtt3b,en,bk, STAINLESS STEEL WOOD SGRPYr •12"o.G, Tel(212)644-6416 Fax(212)644-6913 ., 401.4 ,ICrcwelp tenf[e Mt leer R-_ A'_ emPllas 'Eet<•Pt/on:R,equnmentn - r •-�•bt APpIR•m. 2},ATTAGM1Nt5 STRUGTJRAI_PAi�L.� FASTEN TO BUI{.DiNtSt rg/ IFR1aP PPas an hn,w•e tp R-3. aaeet Net nM.pplR•d•. Piot t+rvRe aotlNa Oc pl a Etcapllwt 0.purament n a03.4 C«w OXS'{/r/K*5HISI5}GALVANIZED OR STAINLES'S STEEL Client In1tp,-,ayteam.n.r.arxom.tKar 1 pNwob.«wabb m; •niw.mmlalnr,oa., '%, ALTEFINATIvC FASTENER POR 5MJTT'ER TO BUILVINS, Date Ot3Pa,Mot i,mt.pplt.M, YtOOD *r dr 16"o.G. ]4 ,Aaem•tk pr ptavtty dem«n arc ONa Aga<abb •c< :'d'Fot Obnerva!le i0010 FR1eP -:n,wNd an dloLK udoor Mr t -d3< ,Reeuremant.1 be met d0a 1'....�3W a bmP:in pamur[a+t J ,�+«AOMc,ge KW_41NNE BBOOLT aI TO BLDG.w/�k?xl-I/] (YW Yn/t*SI•Iptg) ,'iteakeaeM etnaPw ` moo Not IFw1' 6atun em h0h aficxy beton , -- ; IRrq utement wtl be met ELLIOTT RESIDENCE 7. ,' �1lntApPlt.M. � i WINDiDWS GLAZED OPE o o Scale Addkbnal Comments/Asaumptlon,. �.P3 -Comqance cenficata potted �_, �-rai. Requrenrnt wl loam" • 275 WEST ROAIJ CUTCHOGUE NY 11935 4 'ISwt Dbserv,bb( PAOTEGTION Is le•EGw1RED FOR ALL ARE AB. AS NOTED Fla"' aa• IN TM Z 1446 AN ,OF STm i M155tLP TEST OF D llraWIl By 10].3 ManrRactlr.rmenur.ta tmplrn ;RaqurMtwntwn6emrL ASTM E 1946 AND OF ASTM 4696. nt9l° 1,.i, •aah..d CONM06TOR MAY USE WOOD 9TftrTLRAL PANELS 11 ,.-, enupmem have been Pmvdro _ - I. Orat7be�wb iN LIEU OF TNM ABOVE lieNTIO�D PpNDOM. Ov«APdt.we 1 PANELS TO BE FlkeWr TO PIT OVER WINOas-15 WITH AAtHtbnal Commeat•As,umptlona, NARDiN*Tt4 PRDViDMD.F�TO DE DE9P6tiED TO 1 H,qh Impa<[(liar 1}_ 7 Me6un Imps<t R,M 21 3 LAM imPMt Re,31 1 High ImpMt(Tu"11 2 Medrun Imwt Ret 2) ]tom MnPacl 1Ter 11 AP1AN TO BE MAINTAGK HEADER• ILL('LATH Title PANELS TO Be MAIN N EA.-7 ON sELe OCT 3 2016Sheet LABEL LOCArIONs ON EACH PANEL.. -- - - 1 Itl9trtmp•c[Rur 11 2 aledrem Impact RhM 21 9 Int knPact lTrr 31 1'/k Impett Rler l) 2 IPebun lm {T,e�21� ]Ip1 Im I Hrgh lmP.rt(rho]) Nedl,m Impact firer 2) 3 LP11 lRbr]) Pr.l.t TRA:Ellrott Reatd•nn, Rgpert tlate: 09/17116 DatPfqaflTame:lbottrowtsnce Reportdate: 0947116 - �'_ Oast Peh<e Rerll Data filonama D'Jimittl0wid Mann AmItitectail"llioa Cutchoqu0lnlscheck1203609-111UM�tled.rck Page 2 N 7 Data Rianama:D:lPn3tect,tDavid Mann Ara,RacttasRElho"CubcNog uTrench«kt2015.09•I11UMidod,etk Pae.3 b 7 Prtpect Title:Elliott Resdence T Repot data 09717/16 Prgxt Tdk•Elbott Retldgnce Report date: 09117/16 Protect Title'Elliott Residents Repo•tdatc 09117!16 Date filename:DAPmlKtaIDwid Mann Cutchog-e,wheckt20164)9.111Ur"Mad.rck Page 4 of 7DAte filsnams D:1PmlgctalDwid Mann ArchibettFaRElNaf Cuthe9wimch•ck12016-09F11fUntitl•d.rnic Page 5 d 7 Dab filename-D Vmiects,0w4 Mann MchitecttoallEMoft Ctxctwgualms t M2016-09-IIVJr rtbd ak Page 6 a 7 PROPOSED SITE PLAN TOl1 OF D I3 NT OF SO DEPT.UTIiOLD AND BUILDING NOTES S1 -1 NOTES AND LEGEND 777�= NEW WALL CONSTRUCTION EXISTING CONSTRUCTION TO REMAIN CL. CL. Iwil Iwil I I I II Iw I Iwo Iwll 1 I 1r�1 DINING I LIVING I oI BEDROOM Remove wall, Iwil windows, and Nli door I II Iwli Iw I GARAGE 0 ipl CL. CL. CL. _ r 1 7CL. Exist. ILC. BATH KITCHEN Exist. Remove wall If.c. Exist FOYER Tub and windowExist' Lay. BATH �— I I �� Exist. E st. Exist. Exist. Ref. DW I Range Exist. Lay. rl I I\\\ — \ I � Remove section rr, J LJ of wall and window _________ Remove garage ___________ door Remove exist Remove garage Remove garage portico door door 0EXISTING DEMOLITION COTTAGE PLAN Scale 1/4" = 1'-0" NORTH - - - - - - - - - - - - - - -, I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I I i I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - -- - - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I i I I I I I I 1 0 I 0 0 I I I I I I I I I I I I I I I ,�w 9 �► I I I I I I I I I I i I I I I I I I I I �� ,. I 1- - - - - - - - - -1 t— I OF Ftp x 1 0 0 0 w .;, I I I I I I I I I I 1 issued for dob review 10/05/2016 number issued for date PRINT RECORD I I I David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date ELLIOTT RESIDENCE 275 WEST ROAD Scale CUTCHOGUE NY 11935 AS NOTED Drawn By 0EXISTING COTTAGE FOUNDATION PLAN JCPV Scale 1/4" = 1'-0" Tule Sheet NORTH EXISTING/DEMOLITION COTTAGE PLAN D-1 NOTES AND LEGEND - NEW WALL CONSTRUCTION EXISTING CONSTRUCTION s/c CL. CL. SEE STRUCTURAL DRAWINGS FOR FURTHER INFORMATION s/c i relocate floor register I BED ROOM DINING LMNG 102 COMBINED SMOKE AND CARBON 104 103 102 3 MONOXIDE DETECTOR A-2 s/c Detectors must be hardwired and interconnected so that if one smoke/alarm detector activates, all detectors activate. Detectors must comply with UL j 2034 and be equipped with end GARAGE 2 of life alarm to signal it is 105 A-2 i' 101 time to replace detector. 0 CL. ALL DETECTORS SHOWN ARE NEW CL. CL. UNLESS OTHERWISE NOTED CL. Ezist. relocate floor BA'T'H KITCHEN e.c. register 106 107 Exist. Exist. A.C. FOYER BATH Tub Exist. 100 101 Lay. Exist. E st. __ Exist. �,-. -- Exist. "A4105 Ref. I S k�i DA Range Exist. C L- C 100 — --- --- e100 105 e105 A 0 PROPOSED GROUND FLOOR PLAN Scale 1/4" = 1'-0" NORTH 7%'� 3,-0" 1 CRAWL SPACE A-4 FL Exist Living Room O O O 2 I & Bay window CRAWL ( - SPACE - BASEMENT 3 SLAB ON GRADE O O O CRAWL SPACE 1 ISSUED FOR DOB REVIEW _ 10/05/2016 Align number issued for date PRINT RECORD David Bruce Mann, Architect D 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date ELLIOTT RESIDENCE Scale 275 WEST ROAD AS NOTED CUTCHOGUE NY 11935 Drawn By PROPOSED FOUNDATION PLAN Scale 1/4" = 1'-0" Title Sheet NORTH PROPOSED FOUNDATION AND GROUND FLOOR PLANS A-1 NOTES AND LEGEND NEW WALL CONSTRUCTION EXISTING CONSTRUCTION r ; TO REMAIN ° SEE STRUCTURAL DRAWINGS FOR Of 30# FURTHER INFORMATION New section asphalt roofing shingles «€ on continuous Grace IWS self seaming p^ 4K w membrane y fir 8 . FK� 4 2% K4E`a'' I Al - .A­TRx OCI trk yKr5 y 4 , ag t , u• New section of 30# New section of 30# `; `" I f asphalt roofing shingles asphalt roofing shingles on continuous Grace on continuous Grace IWS self seaming — — IWS self seaming membrane membrane @_12POS OROOF PLANe 1/4" = 1'-0" NORTH New 30# asphalt shingle roofing on continuous Grace IWS self seaming membrane on 4" exterior plywood sheathing on new 2x6 roof rafters at R-21 spray foam insulation 16" O.C. w/R-30 batting 'M I A Existing ceiling Existing ceiling x Match existing cedar shakes rafters and joists on 30# bldg. felt on 4" ext. joists plywood sheathing on new Match existing cedar shakes 2x6 studs C 16" o.c. with on 30# bldg. felt on /4 ext. R-19 batting (typ.) plywood sheathing on new 2x6 studs C 16" o.c. with R-19 batting (typ.) Existing floor Existing floor Fin. wood flooring on 30# felt on joists joists Fin. wood flooring on 30# felt on plywood decking on new floor plywood decking on new floors . joists at 16" O.C. w/R-30 batting joists at 16" O.C. w/R-30 batting 4 Fin. grade -- -- - -- - - -- --- — — - - - — 2 — y2") .. Fin. First Floor Fin. First Floor (Verify) (Verify) w of t4 (2)—#4 Top & Bot 2" R-10 rigid Existing insulation (2)—#4 Top & Bot foundation #4x10" dowels at 24" o.c. vert. w/4" Fin. grade 2" R-10 rigid Crawl space slab adhesive eimbedment insulation at new beyiond ° Crawl space 1 ISSUED FOR DOB REVIEW _ 10/05/2016 slab Existing slab cfl number, issued for date I ., . (3}—#4 Existing ,� PRINT RECORD C) foundation (3)-#4 0 6" 8' 6" _ _ -(7'-2") -V-2") David Bruce Mann, Architect Fin. Slab Fin. Slab 6 8 6 122 East 55th Street New York,NY 10022 (Verify) (Verify) Bot new ftg to be Existing slab_J Bot of new ftg to be Tel(212)644-6416 Fax(212)644-6913 more than 1:2 slope Beat of new ftg steps bbof imore than 1:2 slotftg. Client Date above bot of exist ftg. doabove ooexs down to match exist g• ftlg. ELLIOTT RESIDENCE Scale 275 WEST ROAD AS NOTED CUTCHOGUE NY 11935 Drawn By VERTICAL SECTION 3 VEIRTICAL SECTION Title Sheet 2 Scale 3/8" = PROPOSED ROOF PLAN & �_� SECTIONS Match existing cedar shakes on 30# bldg. felt on 3/" ext. Replace 30# asphalt replace asphalt plywood sheathing on new roofing shingles on shingle roofing 2x6 studs C 16" o.c. with - continuous Grace IWS R-19 batting (typ.) -- self seaming membrane Azek trim 16'-6" and brackets. � rI i , A. .1 `_k >1I '! L ` `T- 91 �1ME- 1— Top of Ridge - - - - - - - - - - - - - Patch cedarshakest TI M I� T� �I_ ir �� } i , ! _a t i_.1 t� [ 1� 1L - a L �� s �� _[� rid � _ _ f - - - -[II It- [ T KI lI i� I I r T r 1 1 1 ! TI_f T 1. !Till (< f Il i T�_�=11._ITII. I �� [ _ T ❑� � 1�- _ � 71[T � -� - - 1 TI - r _ TL-- -� l I I�r rLI -l-IL.IT - -�- 1- ITI T 1 T II�.f 1r�� � II . I �.T1 I TIT 1 ! `❑ - Tl 1�T .0t_- _ I 1 11 r T . _ LTT .�1�TT� [I .L TjL[7nT TT !. CT I Ii T ❑� 11_i I � I 1 _�� _ �_ _ _ D Azek trim, brackets, and fascia ,!�C �[. �` [ T I4 T [ [ a ZI [ I J l.. I j❑ T I with seamless aluminum utters I I I r f I ! [ [ T [ �j .U. T I- I �,I�[ !I t _� g ❑❑ - l 1_ rliI rr❑. I 'I and leaders I1 Tr 1 11 T IT i [ I d .I ❑ [. MV I _I �. -_ ❑11 _ r [ I�T [ TL LI.. 1 1. !� - _❑ Patch with cedar -� �❑�_� ❑❑❑ _� r .�_ shakes to match ❑ �N �- - - -- -, - ❑- - - - -- 1 ❑ i existing ❑❑ ]I❑' ❑ - C- ❑❑ ❑ - .I T-1-1 - _ ❑ ❑ _ 101 j - Hd ��II ❑ ❑❑ JI—J—_i �_ JL❑� 1—r1j-''� I[ _ L� —L.T-_ � ❑❑❑ ❑❑ ❑� I — -- iI 1}�~-+ 1:111 stone ❑❑ " - Replace exist. l �_ _ -- � [ - - -J 2'-6" AFF ❑ - - - stone veneer '-- �r4-' i�T-_ -T T - - - - - - = ❑ - 10o Align _ �" �� ❑ - - A ❑ ❑ Fin sill F- 100 1 u ..❑- 4 ❑❑❑❑ - 0 -0 105 Fin. Grade 105 105 ❑ ❑ ❑ Match existing cedar shakes PROPOSED NORTH ELEVATION PROPOSED WEST I LEVATION on 30# bldg. felt on %" ext. plywood sheathing on new Scale 1/4" = 1'-0" Scale 1/4" - 1' 0" 2x6 studs C 16" o.c. with R-19 batting (typ.) Replace asphalt shingle roofing 'replace asphalt shingle roofing -- 30# asphalt roofing shingles on continuous r,- -TTT rE1_ r ,�F ��I = t -.T I r [_ L T I- r Grace IWS self seaming ❑ _, -[ I,� r Metal standing seam roofing membrane on /4 plywd Y4" I❑ `[❑� 1 _ t 1 �_ on continuous Grace IWS self � 1 �� � r seaming membrane. sheathing and 2x6 !� ri r ❑ g Submit I I Irl_ 1 [ r - ❑T[kTr ❑>[I _ LTr � � I i 111 T r t „ � � r _ sample roofing and color r _ r rafters C 12 o.c. '-�-- T�, � L Tr _ .- --� f - - I _ PP L 7 -M 1 finish for approval. I1r 1 ❑' r I Azek trim and fascia withIL Azek trim and -- r _ -- - seamless aluminum gutters and - bracket cladding �� ❑❑ � i II❑❑❑ I� �❑❑ leaders -- ,, 1 - - - --- ---- - Fi:❑❑ - -- -101 1 � - � ❑❑❑ - -- - ❑ L I LT Cl_I7 r❑ - Match existing cedar shakes - � ❑❑ ���[ - _ Y4" ❑❑ I , lI❑ I- - ❑ I_�1 I LE, L-LILE on 30 bid . felt onext.-- ------ - - plywood sheathing on new ❑ -' T ❑, .. 2x6 studs C 16" o. -1- f - ❑_ ._ 1❑I _�❑` ' � � � b ❑❑ i - - c. with - - ❑ ,� . `" R-19 baton t 1.1 - ❑ _ T- o r4 _ _... ❑1� -- - - - - - S1 ❑ ❑1❑ 9 1 ISSUED FOR DOB REVIEW 10/05/2016 number issued for date PRINT RECORD PROPOSED SOUTH ELEVATION PROPOSED EAST ELEVATION David Bruce Mann, Architect Scale 1 4 = 10 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date ELLIOTT RESIDENCE Scale 275 WEST ROAD AS NOTED CUTCHOGUE NY 11935 Drawn By JCPV Title Sheet PROPOSED EXTERIOR A-0 ELEVATIONS NOTES AND LEGEND Single,3-way or 4-way switch Dimmer switch Duplex outlet Number=ht.A.F.F. (1) CAT 5E&(1) CAT 6 stranded cable supplied V and installed by owner's vendor. Termination and cover plates by owner's vendor. Cable TV wall jack -(2) CAT6&(2)RG6 4 structured cable supplied and installed by owners vendor.Termination and cover plates by owners vendor. 4 Keypad location Surface mounted ceiling fixture Letter a fixture type Wall mounted light fixture CL. CL. Letter=fixture type Number—ht.A.F.F. \ \. Q ❑ Recessed fixture.Letter—fixture type 'TE 1"E / 1 I 1 BED ROOM DINING LIVING I 1 104 103 102 1 I I i 1 I 1 I 1 I 1 I 1 I \ I 1 GARAGE 105 I 1 � 1 1 CL. I I I I CL. t BATH KITCHEN I / Exist. 106 107 Exist. FOYER BATH Tub Exist. 100 101 Exist. j E st. Exist. + Exist. Ref. I UB Lange Exist. / `--- Lay. —_ � 1 �\ I A D I I \ C ----------------- C PROPOSE��P LCTRIC PLAN ale 1/4" 0" NORTH .�..-AA � W1L. 4. ! � E OF N� 1 ISSUED FOR DOB REVIEW _ 10/05/2016 number issued for date PRINT RECORD David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date ELLIOTT RESIDENCE Scale 275 WEST ROAD AS NOTED CUTCHOGUE NY 11935 Drawn By Title Sheet ELECTRIC PLAN E-1 SURVEY OF PROPERTY SITUATE CUTCHOGUE TOWN OF SOUTHOLD POSTLOR(TYP.WOOD SUFFOLK COUNTY NEW YORK EXTRA STRENGTH FILTER FABRIC 36"STE HIGH POLE (MAX.) S.C. TAX N o. 1000— 110-07- 11 . 1 REO'D. WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST 10' MAX. O.C. SPACING W/ WIRE SUPPORT FENCE —d SCALE 1 99 =209 B' MAX. O.C. SPACING W/O WIRE SUPPORT FENCE ` - 50' MIN. DECEMBER 229 1998 1i10OR TO BE SUFFICIENT TO DECEMBER 17, 2003 UPDATE SURVEY & ADDED TOPOGRAPHICAL SURVEY ' ....• • '•��„" \\\j\\ "'_;, \\j\\%� KEEP SEDIMENT ON SITE z/ FEBRUARY 2, 2006 ADDED WELLS & CESSPOOL TO EAST PROPERTY/\// •. //\//\/ HAY BALES AND/OR •-�'-; ', ' i /\\/\\ -.;, � .\\ \\ w JULY 2, 2008 FINAL SURVEY 2 \\i a SILT FENCING OCTOBER 30, 2013 UPDATE SURVEY ATTACH FILTER FABRIC SECURELY \ \ \ \�� DECEMBER 24, 2015 ADD DETAILS FOR STORMWATER PLAN F �>ON• \ TO UPSTREAM SIDE OF POST 4" X 6' TRENCH W ° qac W/ C0 AC F LL p epi �� \\,\\,�\\\\\j \ SPILT FENL'E DETAILS' �y z w1 (TO TIE LINE) 0.480 ac. °F 65 �To� o - AREA = 20,925 sq. ft. O ° °' Z TIREAreH DETAIL• �� N NOTES.: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) Q� a° MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER CERTIFIED TO: EACH STORM EVR a 9V / ++ , SEDIMENT SHALL E NT BE DEPOSTEDANDVTO AN AREA THAT WILL NOT ALLOW REMOVED SEDIMENT WHEN NECESSARY. \N OFF-SITE TRANSPORT.+p0 ROBERT C. ELLIOTT .'k') HAY BALES AND/OR PATRICIA M. ELLIOTT a a C N ro TO BE USED WHERE TOPSOIL IS NECESSARY FOR AREA CHOSEN FOR STOCKPILING OPERATIONS sILT FENCING ADVOCATE'S ABSTRACT, INC. REGRADING & VEGETATING DISTURBED AREAS. SHALL BE aI°°°J�a\N°• QIP o TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM YSLO E OFAND STOCKPILESHALL BE 2:1. PLAN VIEW STEWART TITLE INSURANCE COMPANY o kP VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, ANDBNY MELLON. N.A. s 3. UPON COMPLETION OF SOIL STOCKPILING, EACH o PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT STABILIZATIOW BALE 6 APPROPRIATE N FOR THE ETIIMESOF YEAR,ELECTED SSITE LCONDITIOINS, VEGETATION ORRD BE FENCING OR C VE EDS, THEN STABILIZED WITH EXISTING GRADE •N ° 6 AND REQUIRED PERIOD OF USE. I ROAD TEST HOLE DATA 2 SLOPE OR LESS HAY BALES A D OR TEST HOLE DUG BY __MCDONALD GEOSCIENCE ON DECEMBER 12 2003 / ' S �� y 1 SILT FENCING a ' � �:�• c^ STABILIZE ENTIRE PILE a •• ,��,::•�: '. � / •� / O CONSTRUCTION ENTRANCE BASE OF 01 WITH VEGETATION OR COVER J/ COMPACTED 3/4" STONE BLEND DARK BROWN LOAM OL ° d :;i kd J OR N.Y.S. D.O.T. APPROVED R.C.A. d o. •y:� ¢ FILL TO 18" MIN. ABOVE EXISTING 0.5' c / �•••••,,• °•• •`'� /� ADE TO ALLOW FOR DRAINAGE BROWN SILTY SAND SM CROSS SECTION 4 'T / c TEIIVPORARY J OQ&TRUCTION ENTRANCE ` a° 2.5' ° E .. cpm '••'• ,.. •. . 2 Oki (NOT TO SCALE) N i. •+K r :, „omC�`ci� • Y •: io r �5� 0000 d CON° •K\ :A. :,. ,• :!'.+, 'Q• N ••�.• '� ��pd •• i, - '•.•.'•�, �• o A �t�'(V .._..• ° �.,'. w��r' °��• ,; X06 to sow TYPICAL� To BORMWAE TRAFFIC e ARiNc NIT d PALE BROWN FINE 4 , F •ti� i °• s�°y moN01` til (NOT TO SCALE) TO MEDIUM SAND SP ••� • �l ' •, ,.9e• OG1�� GONG �+ GRATE OVER a" \� \ ` F1 Nua STRAW BALES OR SILT FENCE TRENCH DRAIN CAST IRON INLET FRAME & COVER (FLOCKHART }/63518 TYPE 6840) y • 6 y NR FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER .• • O J . gyp. •\ O` o OG p �,� ,5'OIL ,S'TOCKPILE 8" TRAFFIC BEARING SLAB d �' (NOT TO SCALE) 't ���^ • ', y:'••!, �(,�, S � �� / �j at Sox 8-O" - PIPE FROM ROOF GUTTERS X d \ D I' \-�a+� > o� ® P `1�"� p CRUSHED 3/4" - 1-1/2" STONE SEPTIC SYSTEM TIE MEASUREMENTS \�^ . •,� 0 7?6 9 5� STORYI;I'ATER' MANAdEMENT NOTE, o ALL AROUND • •i � �- '� HOUSE HOUSE HOUSE ( •,, ` ` ` � ►•• ® c 0 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION S LEACHING RINGS CORNER CORNER QB CORNERMC Q n1 VoN MATERIAILS SHALL BE CONFINED TO THE LIMIT OF CLEARING m REINFORCED PRECAST CONC. G . ^ • ' S"' 4000 PSI 0 28 DAYS SEPTIC TANK X 22, 28, AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 3'-0" 3'-O" COVER (V . n Ir - S2. PRIOR T O THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, (min.) 4.. (min.) NO�� '� s�0"E A CONTIINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF LEACHING POOL22, 26, X 0� o ya� \ ` SIOS / F R `�� U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING CovER C� �, ::� / AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. ^ -- '�'�/� - c Gy THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS q �` Ow �^ y OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL N E .41 DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS F CGROUND WATER ': �;• •, LN \ TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE • >Ij• 0 SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, NOTE9: ., \` ` ` \ \5� ( �y� °' o �6• yon A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL • 1. ELEVATIONS ARE REFERENCED T© N.G.V.D. 1929 DATUM BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES EXISTING ELEVATIONS ARE SHOWN THUS: m SHALL BE MAINTAINED REPAIRED AND REPLACED AS OFTEN AS IS EXISTING CONTOUR LINES ARE SHOWN THUS: NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED — — — —s— -- -- _ �� s ab l AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE - FIRST OF A BALE IS 3-4 MONTHS SEDIMENTS TRAPPED BY THE BALES a`Rp - GARAGELOOR FLOOR SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED 2. PROPOPSED IMPROV UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. EMENTS ARE TAKEN FROM SITE PLAN BY VES o � / ��� 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. DAVID BRUCE MANN, ARCHITECT DATED 09/25/2015 yob 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. ,� 3. TOPOGRAPHY SHOWN IS FROM PREVIOUS SURVEYS BY THIS OFFICE. r j oGA �'�� / 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED oy� ON THE PROPOSED RESIDENCE. �ooy 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. s 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS �v_, Iv y OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF DRAINAGE 9YSTEY CALCULATIONS: w FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. PROPOSED TOTAL BUILDING AREA: 1 430 s ° c oyyo 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE q. ft. `.0• o SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW 1,430 sq. ft. X 0.17 = 244 cu. ft. �°° 1• IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF 244 cu. ft. / 42.2 = 5.8 vertical ft. of 8' dia. leaching pool required FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, g P WHICHEWER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE PROVIDE (1) 8 dia. X 8 high STORM DRAIN POOL VEGETATIIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN–OFF ARE SHOWN THUS: PERFORWED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND GROWTH. DRIVEWAY AREA: 1,600 s ft. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA q• VEGETATIIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER 1,500 sq. ft. X 0.17 = 255 cu. ft. THAN 1 SQUARE FOOT IN SIZE. 255 cu. ft. / 42.2 = 6.1 vertical ft. of 8' dia. leaching pool required 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR 00 / // ///// ��� SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOL �� yo e�°� /// /� OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO Oe of loo' //// // // THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, PROPOSED 8 DIA. X DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY RUN–OFF ARE SHOWN THUS: OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. ski 000 / K / uNE N NDN � / � •\\�e�EN� O 3?�,, �89D3A AQP..";� 'D Si 5.2Of v � o1z 6 � rs 0 W.Y.S. LID, Wo• 60467 ca Nathan Taft Corwin Ill ��" It ,ws sTAiR Land Surveyor R w� s aol�Oalm a� IIOIt 1S*L Suoowot Toe � bohm &I L.S, IMM Sw►" - Srabomm - ft ftw - ftub ft Lia"* is PHONE (63lym— Doo Fox (631)717-1717 ,nom o� 01r a� o = Aa N�>tli 1� M wr f. Yam 11647 damMpaL. York 11947 GENERAL NOTES: 13 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING POURS TO MINIMIZE SHRINKAGE GENERAL WOOD NOTES: WOOD FASTENERS NOTES: CRACKING. IN GENERAL, WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS EXCEEDING 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCORDANCE WITH THE 30 FEET AND SLABS NOT EXCEEDING 20 FEET WITHOUT CONTROL JOINTS. THE LOCATION 1 WOOD DESIGN IS BASED ON THE AF&PA NDS-05 "NATIONAL DESIGN SPECIFICATION FOR 1 WOOD COMPONENTS ARE TO BE FASTENED TOGETHER AS INDICATED IN THE FOLLOWING he STRUCTURAL REQUIREMENTS OF THE 2016 RESIDENTIAL CODE OF NEW 'YORK STATE WHICH IS AND CONFIGURATION OF JOINTS EXPOSED TO VIEW SHALL BE COORDINATED WITH THE WOOD CONSTRUCTION WITH THE 2005 SUPPLEMENT". SCHEDULE UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE PLANS. THE 2006 INTERNATIONAL RESIDENTIAL CODE (IRC), EXCEPT AS AMENDED, ALTERED OR ARCHITECT. i��A 1- DELETED BY THE PROVISIONS OF THE 2010 NEW YORK AMENDMENTS. 14 MINIMUM ANCHOR BOLT REQUIREMENTS FOR ATTACHMENT OF SUPERSTRUCTURE TO 2 STUD BEARING WALLS, SHEARWALLS, AND ROOF/ FLOOR DECKS SHALL BE FRAMED WITH THE BUILDING ELEMENT NAIL SIZE E NUMBER AND LOCATION �AIRAII .say 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: FOUNDATION SHALL BE AS FOLLOWS: MEMBER SIZES AND/ OR TYPES AT THE SPACINGS SHOWN ON PLAN. THE CONTRACTOR ' 'uko SHALL COORDINATE LOCATIONS OF ALL PLUMBING PIPING, HVAC DUCTING AND RECESSED �Q CRAWL SPACES, SLABS ON GRADE: 1/2"0 AT 6'-0" O.C. MAX SPACING LIGHTING FIXTURES. ETC. PRIOR TO LAYOUT TO MINIMIZE INTERFERENCE THAT MAY REQUIRE FLOOR CONSTRUCTION INDICATES DIRECTION OF CUT �Rv/� Ge ig A. FLOOR LIVE LOADS: THE ALTERING OR STRENGTHENING OF THE INSTALLED FRAMING. INDICATES SECTION NUMBER ROOMS OTHER THAN SLEEPING ROOMS 40 PSF FULL HEIGHT BASEMENT: 3/4"0 AT 4'-0" O.C. MAX SPACING BUILT UP GIRDER/BEAM 1 O FOR 1.50" PLIES 2 HORIZ. ROWS (TOP & roup ROOMS 30 PSF 3 ALL WOOD FRAMING IS TO BE STORED ON SITE ABOVE THE GROUND ON "STICKERS" INDOORS BOT) # +,. STAIRS 40 PSF EMBED ANCHOR BOLTS A MINIMUM OF 15" INTO MASONRY, 7" INTO CAST CONCRETE. OR UNDER TARPS WITH ADEQUATE CLEARANCES TO ALLOW AIR CIRCULATION. (3 PLIES OR LESS): 16d FOR 1.75" PLIES 12" O.C. DIRECT SECTStructural MARK: INDICATES A CUT SECTION. U�( I ER I�IeP.�S BALCONIES 60 PSF INSTALL BOLTS WITHIN V-0" OF ALL CORNERS AT ALL WALLS. ALL SILL PIECES SHALL HAVE DECKS 40 PSF A MINIMUM OF TWO ANCHOR BOLTS. 4 WALLS SHALL BE INSTALLED STRAIGHT AND PLUMB. FLOORS SHALL BE INSTALLED LEVEL AT FLOOR JOISTS TO 10d COMMON 4 TOE-NAIL INDICATES DRAWING NUMBER .. ���,,. ��� b u�,n..M...,a .•,�._n. THE PROPER ELEVATION. ROOFS SHALL BE INSTALLED AT THE PITCHES INDICATED ON THE SILL OR GIRDER: _ Rid 15ulle 2WB. ATTIC LIVE LOAD: 15 SIZES AND LOCATIONS OF ALL REQUIRED EMBEDDED ITEMS FOR ALL TRADES SUCH AS ARCHITECTURAL DRAWINGS. 83 Wbosha WITH STORAGE, ROOF SLOPE EXCEEDS 3:12 20 PSF ANCHOR BOLTS, PIPING SLEEVES, HOLDOWN ANCHORS, ETC. SHALL BE COORDINATED BY THE RIM/BOX JOIST TO 16d COMMON 3 END DIRECT -INDICATES SECTION NUMBER Lee Farm Corparate Park I Danbn CT 06810 WITHOUT STORAGE, ROOF SLOPE 3:12 OR LESS 10 PSF GENERAL CONTRACTOR WITH OTHER TRADES. 5 JOISTS AND RAFTERS SHALL BE INSTALLED DIRECTLY OVER BEARING STUDS UNLESS JOIST END: OTHERWISE DETAILED. SECTION BUBBLE: DENOTES SECTION 17M)49DA1401 wwwMeg cuFn C. ROOF SNOW LOAD: 16 CONCRETE FORMWORK SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 6, ACI 318. BRIDGING TO JOISTS: 8d COMMON 3 TOE-NAIL OR �t GROUND SNOW LOAD (Pg) 20 PSF FABRICATION AND PLACEMENT OF REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS 6 JOISTS AND RAFTERS SHALL BE SUPPORTED LATERALLY AT EACH SUPPORT BY FULL DEPTH 10d COMMON 2 DIRECT OWNERSHIP, USE AND ALTERATION OF DOCUMENTS' OF CHAPTER 7, ACI 318. CONSTRUCTION JOINTS AND EMBEDDED ITEMS, SUCH AS PIPING SOLID BLOCKING, EXCEPT WHERE JOISTS ARE SUPPORTED BY A FLUSH HEADER OR NAILED INDICATES DRAWING NUMBER The Client acknowledges that the documents, drawings, specifications D. WIND DESIGN DATA: SLEEVES, SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 6, ACI 318. THE TO A RIM JOIST. FLOOR TRUSS CHORD 16d COMMON 3 DIRECT BASIC WIND SPEED (3-SECOND GUST) 135 MPH (ULTIMATE) PRODUCTION OF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 5, ACI 318. TO SILL OR GIRDER: Z including electronic media files are instruments of The DiSalvo Engineering EXPOSURE D 7 UNLESS NOTED ON PLAN, PROVIDE A MINIMUM OF TWO STUDS AT EACH END OF ALL FLUSH Group's services and shall remain the property of The DiSalvo Engineering 17 THE CONVEYANCE AND PLACEMENT OF THE CONCRETE SHALL CONFORM TO THE FRAMED HEADERS OR BEAMS. UNLESS NOTED ON PLAN, PROVIDE ONE JACK STUD AND ONE BAND JOIST TO 1 O COMMON 3 DIRECT SECTION THRU SECTION OR DETAIL. Group. The Client or any person or entity that acquires or obtains the 3 ALL STRUCTURAL WORK SHOWN OR SPECIFIED ON THESE DRAWINGS IS SUBJECT TO REVIEW REQUIREMENTS OF CHAPTER 5, ACI 318. MECHANICAL VIBRATORS ARE TO BE USED TO FULL KING STUD AT EACH END OF ALL DROPPED HEADERS OR BEAMS. POSTS SHALL BE TRUSS END: drawings and specifications from or through The Client shall not use them BY THE STRUCTURAL ENGINEER OF RECORD. ASPECTS OF THE WORK FOUND TO BE CONSOLIDATE THE FRESHLY CAST CONCRETE AROUND THE REINFORCING AND AGAINST FORM SOLIDLY BLOCKED THROUGH ALL INTERVENING FRAMED DECKS DOWN TO SUPPORTING I on any other project, shall not modify, alter or change the drawings and DEFECTIVE BECAUSE IT DOES NOT MEET THE REQUIREMENTS SHOWN OR SPECIFIED SHALL BE SURFACES AND TO PREVENT THE FORMATION OF AIR OR STONE POCKETS, HONEYCOMBING, GIRDER/ BEAMS OR TOP OF FOUNDATION. EDGE FLOOR TRUSS led COMMON 8" O.C. DIRECT Z extent CORRECTED BY THE CONTRACTOR AT NO EXTRA COST TO THE OWNER AS DIRECTED BY THE PITTING OR PLANES OF WEAKNESS. HOWEVER, CARE MUST BE USED TO AVOID OVER BOTTOM CHORD TO SILL Group. without written authorization from The DieEngineering ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 241 HOURS IN ADVANCE VIBRATION THAT CAN LEAD TO AGGREGATE SEGREGATION. 8 FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH PREFABRICATED GALVANIZED STEEL Group. Furthermore, The Client agrees to the fullest extent permitted by TO ALLOW THE ENGINEER TO SCHEDULE REVIEWS AT THE FOLLOWING TIMES: HANGERS MADE BY SIMPSON STRONG-TIE COMPANY, INC. OR BY UNITED STEEL PRODUCTS EDGE FLOOR JOIST/ 10d COMMON 8" O.C. TOE-NAIL KEYNOTElaw INDICATES REPRESENTATIVE NOTE officers, indemnify and hold harmless The y andlvo Engineering Group, its 18 THE INSTALLATION OF SLABS SHALL CONFORM TO THE REQUIREMENTS OF ACI 302.1 R-04. COMPANY (USP) OF WIDTH AND DEPTH APPROPRIATE FOR THE SUPPORTED MEMBER. INSTALL TRUSS TO SIILL: QQ : , directors and employees from any and all claims, suits, liability, A. REVIEW OF BEARING SOIL AND FOOTING FORMS INTERIOR FINISH SLAB SURFACES ARE TO HAVE A STEEL TROWEL FINISH. SURFACES OF WITH THE TYPE AND QUANTITY OF FASTENERS RECOMMENDED BY THE MANUFACTURER. FOUND ON KEYNOTE UST. demands or costs, including attorney fees arising out of or resulting B. COMPLETION OF ROOF FRAMING SLABS FORMING THE SUBSTRATE FOR MUD JOBS ARE TO HAVE A CLASS C SCRATCHED PREFABRICATED STEEL HANGERS USED IN CONTACT WITH PRESERVATIVE PRESSURE TREATED FLOOR SHEATHING 8d COMMONS 6" o.c. EDGES therefrom. C. FINAL REVIEW OF "PUNCH UST' SURFACE. EXTERIOR SLAB SURFACES ARE TO HAVE A CLASS B TOLERANCE WITH THE FINISH WOOD SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 OR STAINLESS 10" o.c. OTHER AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS. STEEL, TYPE 316, OR HAVE A "TRIPLE ZINC" (ASTM G185) COATING. FASTENERS IN 4 THIS WORK HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE CONTACT WITH PRESERVATIVE PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED SHORE: INDICATES DIRECTION AND AREA WHERE SUPPORT IS NEEDED. CONSTRUCTION HAS BEEN COMPLETED. THE STABILITY OF THE STRUCTURE PRIOR TO 19 THE CURING AND PROTECTION OF CONCRETE SHALL CONFORM TD THE REQUIREMENTS OF IN ACCORDANCE WITH ASTM A153 OR STAINLESS STEEL, TYPE 316. DO NOT MIX STAINLESS WALL CONSTRUCTION COMPLETION IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. THIS RESPONSIBILITY CHAPTER 5, ACI 318. CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE STEEL AND GALVANIZED FASTENERS AND CONNECTORS. WEB OF CHANNEL OR EXTENDS TO ALL ASPECTS OF THE CONSTRUCTION ACTIVITY INCLUDING, BUT NOT LIMITED TO, MOISTURE FOR NOT LESS THAN 7 DAYS USING A CURING COMPOUND CONFORMING TO ASTM JOBSITE SAFETY, ERECTION METHODS, ERECTION SEQUENCE, TEMPORARY BRACING AND C309 OR CONSTANTLY WETTED BURLAP. CURING COMPOUNDS SHALL BE COMPATIBLE WITH STUD TO SOLE PLATE: 8d COMMON 4 TOE-NAIL OR VERTICAL LEG OF ANGLE SHORING, USE OF EQUIPMENT AND SIMILAR CONSTRUCTION PROCEDURES. REVIEW OF ANY INTENDED FLOORING OVERLAY. DO NOT INSTALL FINISH FLOORING UNTIL SLAB HAS 9 CONTRACTOR SHALL CHOOSE METAL CONNECTOR (SIMPSON, USP, OR APPROVED EQUAL) 16d COMMON 2 END DIRECT CONSTRUCTION BY THE ENGINEER IS FOR CONFORMANCE WITH THE DESIGN ASPECTS ONLY, ADEQUATELY DRIED PER THE FLOORING MANUFACTURER'S SPECIFICATIONS. BASED ON MEMBER REACTIONS SHOWN ON THE DRAWINGS, UNLESS OTHERWISE NOTED. CHANNEL INDICATES CHANNEL POSITION. NOT TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. LACK OF COMMENT ON CONTRACTOR TO PROVIDE PRODUCT DATA TO THE ENGINEER FOR APPROVAL TOP PLATE TO STUD: 16d COMMON 2 END DIRECT NNEL THE PART OF THE ENGINEER WITH REGARD TO CONSTRUCTION PROCEDURES IS NOT TO BE 20 COLD WEATHER CONCRETE PLACEMENT: IF COLD WEATHER CONCRETING CONDITIONS EXIST AS 10 STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITH DOUBLE STUDS: 10d COMMON 9" O.C. DIRECT HORIZONTAL ZONTAL L GGE EDGEF OFH ANGLE OR INTERPRETED AS APPROVAL OF THOSE PROCEDURES. DEFINED BY A PERIOD OF MORE THAN THREE DAYS WHEN THE AVERAGE OUTDOOR CONCRETE OR MASONRY SHALL BE SOUTHERN YELLOW PINE NO. 2 OR BETTER, ACID TEMPERATURE, (HIGH + LOW)/2, IS LESS THAN 40' F, THE PROCEDURES OUTLINED IN ACI (ALKALINE COPPER QUATERNARY) OR CA (COPPER AZOLE) PRESERVATIVE PRESSURE TREATED CORNER STUDS: 16d COMMON 16" O.C. DIRECT -$- WORK POINT: INDICATES ORIGIN OF WORK. 5 SHOP DRAWINGS SUBMITTALS TO THE ENGINEER FOR APPROVAL ARE REQUIRED FOR: 306.1 STANDARD SPECIFICATION FOR `COLD WEATHER CONCRETING" SHALL BE UTILIZED. WOOD WITH A RETENTION APPROPRIATE FOR END USE. A. CONCRETE REINFORCEMENT 21 HOT WEATHER CONCRETE PLACEMENT. MAINTAIN CONCRETE TEMPERATURE BELOW 90' F ATSOLE PLATE TO 16d COMMON 8" O.C. DIRECT TOP OF LOW SURFACE 11 BUILT-UP MEMBERS OF THREE PLIES OR LESS SHALL HAVE ADJACENT PLIES NAILED B. STRUCTURAL STEEL TIME OF PLACEMENT AND COMPLY WITH ACI 301. JOIST OR BLOCKING: TOP OF HIGH SURFACE TOGETHER WITH TWO ROWS OF NAILS AT 12" O.C. (10d COMMON NAILS FOR 1-1/2" PLIES, C. STEEL FLOOR DECK 22 THE FOLLOWING SUBMITTALS ARE TO BE MADE TO AND APPROVED BY THE ENGINEER PRIOR 12d COMMON NAILS FOR 1-3/4" PLIES). BUILT-UP MEMBERS OF MORE THAN 3 PLIES BLOCKING BETWEEN 10d COMMON 2" O.C. TOE-NAIL DROP: INDICATES CHANGE IN ELEVATION. FABRICATION AND/ OR DELIVERY TO THE SITE OF THESE MATERIALS PRIOR TO RECEIPT OF TO COMMENCING ANY WORK: SHALL BE ASSEMBLED WITH 1/2"0 THRU BOLTS AT 16" O.C. STAGGERED UP AND DOWN WITH JOISTS TO TOP PLATE: APPROVAL BY THE ENGINEER IS SOLELY AT THE CONTRACTOR'S OWN RISK. 2" CLEARANCE AT TOP AND BOTTOM EDGES. A. CONCRETE DESIGN MIX FOR EACH STRENGTH OF CONCRETE REQUIRED ATTESTING THAT RIM/BOX JOIST TO 16d COMMON 8" O.C. TOE-NAIL 6 SOME DETAILS OF THE WORK MAY BE SHOWN ON THE ARCHITECTURAL DRAWINGS. A THE MIXES CAN ATTAIN THE MINIMUM REQUIRED STRENGTHS IN ACCORDANCE WITH 12 EXTERIOR END WALLS OF CATHEDRAL CEILING SPACES SHALL BE FRAMED WITH STUDS TOP PLATE CAREFUL REVIEW AND STUDY OF THESE DETAILS ARE NECESSARY BEFORE THE FULL SCOPE CHAPTER 5, ACI 318. NRUNNING ECESSARY,CONTINUOUSLY SEE PLANS. (NOT SPLICED) FROM FLOOR TO ROOF, ADDITIONAL FRAMING MAY BE SPAN DOUBLE TOP PLATE: 16d COMMON 16" O.C. DIRECT OR FRAMING ON OF STEEL DECK OF THE WORK CAN BE COMPREHENDED. B. CERTIFICATES OF COMPLIANCE FOR CEMENT, AGGREGATES, AND ADDITIVES. 7 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATION, AND ANGLES WITH DOUBLE TOP PLATE 16d COMMON 8 DIRECT ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS BEFORE PROCEEDING WITH ANY WORK. C. SHOP DRAWINGS WITH PLANS, ELEVATIONS, SECTIONS AND BENDING SCHEDULES INDICATING DIMENSIONED WOOD FRAMING NOTES: LAPS AT END) JOINTSQ $©QSION; INDICATES REVISION NUMBER. ALL REINFORCING AND ACCESSORIES NEEDED IN ADDITION TO ALL PROPOSED (24" MIN. OFFSET): 8 DO NOT SCALE DRAWINGS. CONSTRUCTION JOINTS LOCATIONS. 1 THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED AS FOLLOWS: DOUBLE TOP PLATE 16d COMMON 2 DIRECT FABRICATION AND/ OR DELIVERY TO THE SITE OF THESE MATERIALS PRIOR TO RECEIPT OF JOISTS, RAFTERS, STUDS: DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH LAPS AT CORNERS FOUNDATION AND EXCAVATION NOTES: AND APPROVAL OF THESE SUBMITTALS IS AT THE CONTRACTOR'S OWN RISK. (NORTH), NO. 2 AND INTERSECTIONS: GRID GRID BUBBLE (IN SECTION): INDICATES GRID Fb (BASE) = 850 PSI, LINE WITH VARYING NUMBERS/ LETTERS. 1 THE FOUNDATIONS HAVE BEEN DESIGNED TO REST ON INORGANIC, UNDISTURBED SOIL OR 23 A DESIGNATED TESTING LABORATORY SHALL CONDUCT STRENGTH TEST IN ACCORDANCE WITH E = 1,600,000 PSI HEADER END TO 8d COMMON 2" O.C. TOE-NAIL OR COMPACTED GRANULAR FILL HAVING A PRESUMPTIVE BEARING VALUE OF 1500 PSF. SUCH THE FOLLOWING PROCEDURES: TRIMMER: 10d COMMON 3" O.C. DIRECT BEARING STRATA IS ANTICIPATED AT THE BOTTOM OF FOOTING ELEVATIONS NOTED ON THE 2 THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR CONNECTIONS IS BASED ON FOUNDATION PLAN. ALL BEARING STRATA SHALL BE REVIEWED BY THE ENGINEER PRIOR TO A. MAKE ONE STRENGTH TEST FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF FROM THE LUMBER HAVING A MOISTURE CONTENT AT THE TIME OF INSTALLATION OF 19% OR LESS. APA RATED SHEATHING: 8d COMMON 4" O.C. AT EDGES PLACING CONCRETE IN ORDER TO VERIFY THE PRESUMPTIVE BEARING VALUE EACH MIX DESIGN OF CONCRETE PLACED IN ANY ONE DAY, EXCEPT THAT IN NO CASE 8" O.C. OTHER O SBUBBLE (IN PLAN AND SECTION): INDICATES 3 JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE CAMBER) AND SPECIFIC GRID LINE NUMBERS/ LETTERS. SHALL A GIVEN MIX DESIGN BE REPRESENTED BY LESS THAN FIVE TESTS. 2 IN AREAS REQUIRING FILL, THE FILL MATERIAL SHALL BE A UNIFORMLY GRADED MIXTURE OF WITHIN 1/2" OF STRAIGHT, END-TO-END AUGNMENT. SAND AND GRAVEL WEIGHING NO LESS THAN 120 PCF DRY DENSITY AFTER COMPACTION IN B. SECURE COMPOSITE SAMPLES IN ACCORDANCE WITH "METHOD OF SAMPLING FRESH GYPSUM SHEATHING: 11GA X 4" O.C. ALONG ALL W/ 7/16" HEAD/D/ BEARING POINTS PLACE. THIS MIXTURE SHALL BE UNIFORMLY GRADED HAVING NO STOWE GREATER THAN 3" CONCRETE""' (ASTM C172). EACH STRENGTH TEST SHALL BE OBTAINED FROM A DIFFERENT 4 SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER SHALL NOT BE W/ DIAMOND BATCH PATTERNS: IN ANY ONE DIMENSION, AND WITH LESS THAN 10%, BY WEIGHT, PASSING A #200 SIEVE. BATCH OF CONCRETE ON A REPRESENTATIVE, TRULY RANDOM BASIS. WHEN PUMPING OR USED. THE FILL SHALL BE PLACED IN THIN LIFTS BEFORE COMPACTION. EACH UFT SHALL BE PNEUMATIC EQUIPMENT IS USED, SAMPLES SHALL BE TAKEN AT THE DISCHARGE END. COMPACTED WITH APPROPRIATE EQUIPMENT TO A MINIMUM OF 95% OF ITS MAXIMUM DENSITY 5 NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOIST'S OR RAFTERS SHALL NOT ® STEEL CMU WALL AT OR NEAR OPTIMUM MOISTURE. A SOILS TESTING LAB, HIRED BY TMC. MOLD FOUR SPECIMENS FROM EACH SAMPLE IN ACCORDANCE WITH "METHOD OF MAKING EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD E OWNER, SHALL TEST ROOF do COILING CONSTRUCTION THE MATERIAL BEFORE AND AFTER COMPACTION FOR CONFORMANCE WITH THIS SPECIFICATION. AND CURING CONCRETE COMPRESSION AND FLEXURE SPECIMENS IN THE FIELD" (ASTM OF THE SPAN, UNLESS OTHERWISE NOTED ON PLANS. END NOTCHES SHALL NOT EXCEED CEILING JOIST 16d COMMON 4 TOE-NAIL PLYWOOD SHEATHING OVERBUILD AREA NO LIFTS SHALL BE PLACED WHEN WEATHER CONDITIONS ARE SUCH THAT THE MOISTURE C31), AND CURE UNDER STANDARD MOISTURE AND TEMPERATURE CONDITIONS, IN ONE-FOURTH THE MEMBER DEPTH, UNLESS OTHERWISE NOTED ON PLANS. BORED HOLES TO TOP PLAIfE: CONTENT OF THE FILL CANNOT BE PROPERLY CONTROLLED. SHALL NOT BE WITHIN 2` OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR DIAMETER SAND AND/OR GROUT MUD JOB ACCORDANCE WITH SECTION 7(A) AND 7(B) OF THE ABOVE ASTM METHOD. SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS OTHERWISE NOTED ON PLANS. CEILING JOISTS LAPS 1 O COMMON 4 DIRECT 3 WITHIN THE PERIMETER OF THE PROPOSED NEW STRUCTURE STRIP THE GROUND SURFACE OF D. ITIION): ALL TOPSOIL, ORGANIC AND FILL MATERIAL COMPACT TOP OF REMAINING EXCAVATED CONSISTENCY OF CONCRETE APPEARS TO VARY USING "METHOD OF TEST OF SLUMP OF LAMINATED VENEER LUMBER (LW, PARALLEL STRAND LUMBER (PSL). AND LAMINATED STRAND (OVER PARTGRADE ® EXIST. BUILDING DETERMINE SLUMP OF THE CONCRETE SAMPLE FOR EACH STRENGTH TEST AND WHENEVER SURFACE. PORTLAND CEMENT CONCRETE" (ASTM C43). LUMBER (LSL) NOTES: CEILING JOISTS 1 O COMMON 5 DIRECT GRAVEL :0 CONCRETE 4 THE SLAB-ON-GRADE SUB-BASE SHALL BE CRUSHED STONE PASSING A 2" SIEVE AND WITHTO RAFTER: LESS THAN 10%, BY WEIGHT, PASSING A #100 SIEVE. E. DETERMINE AIR CONTENT OF NORMAL WEIGHT CONCRETE SAMPLE FOR EACH STRENGTH 1 (AMINATED VENEER LUMBER SHALL BE 'MICROLLAM" AS MANUFACTURED BY WEYERHAEUSER, � BEARING WALL ROCK TEST IN ACCORDANCE WITH EITHER "METHOD OF TEST FOR AIR CONTENT OF FRESHLY GP LAM" AS MANUFACTURED BY THE GEORGIA-PACIFIC CORPORATION OR "LP SOLIDSTART" COLLAR TIE 10d COMMON 5 DIRECT • AS MANUFACTURED BY THE LOUISIANA-PACIFIC CORPORATION. PARALLEL STRAND LUMBER TO RAFTER: - s�• --µ" SHEAR WALL ® UNDERPINNING 5 THE BOTTOM OF EXTERIOR FOOTINGS NOT ON SOLID ROCK SHALL BE AT LEAST 3'-6" BELOW MIXED CONCRETE BY PRESSURE METHOD" (ASTM C231) OR METHOD OF TEST FOR AIR FINISHED GRADE. THE SURFACE OF THE SOIL BELOW ALL FOOTINGS SHALL BE MECHANICALLY CONTENT OF FRESHLY MIXED CONCRETE BY THE VOLUMETRIC METHOD" (ASTM C173). SHALL BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED STRAND LUMBER ROOF RAFTER 10d COMMON 4 TOE-NAIL COMPACTED PRIOR TO SETTING FOOTING FORMS. FOOTINGS ON LEDGE SHALL REST ON SHALL BE "TIMBERSTRAND" AS MANUFACTURED BY WEYERHAEUSER. ® BEARING/SHEAR WALL TO TOP PLATTE: BROOM CLEAN SOLID ROCK. IF THE SLOPE OF THE ROCK SURFACE EXCEEDS 1 ON 6, THE F. TEST THREE SPECIMENS: ONE AT SEVEN DAYS, AND TWO AT 28 DAYS IN ACCORDANCE FOOTING SHALL BE DOWELED TO THE LEDGE WITH 3/4"0 STEEL RODS DRILLED 10" INTO THE WITH "METHOD OF TEST FOR COMPRESSIVE STRENGTH OF MOLDED CONCRETE CYLINDERS" 2 MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS SHALL BE AS FOLLOWS: ROOF RAFTER 16d COMMON 4 TOE-NAIL OR ROCK SURFACE AT 2'-0" O.C. (ASTM C39). THE 28 DAY TEST RESULT SHALL BE THE AVERAGE OF THE TWO TO RIDGE: 16d COMMON 3 END DIRECT SPECIMENS. IF THE AVERAGE OF THE TWO SPECIMENS IS LESS THAN THE REQUIRED 6 DO NOT UNDERMINE EXISTING OR NEWLY PLACED FOUNDATIONS BY EXCAVATING WITHIN A STRENGTH, TEST THE FOURTH SPECIMEN AT 45 DAYS. WHEN HIGH EARLY STRENGTH IS MATERIAL Fb Fc (PAR) Fc (PER) Fv E VALLEY/HIP IRAFrER 16d COMMON 2" O.C. TOE-NAIL OR ZONE DIRECTLY BELOW THESE FOUNDATIONS AND EXTENDING DOWN AND OUTWARDS AT A 45' REQUIRED, TWO SPECIMENS SHALL BE TESTED AT SEVEN DAYS. TO RIDGE, HEADER 16d COMMON 3" O.C. END DIRECT ANGLE. 2.0E LVL 2,600 PSI 2,510 PSI 750 PSI 285 PSI 2,000,000 PSI OR TRIMMER:; 7 PROTECT ALL SOIL UNDER FOUNDATIONS FROM FREEZING DURING CONSTRUCTION. DO NOT CONNECTIONS TO EXISTING MASONRY OR CAST-IN-PLACE CONCRETE: 2.0E PSL 2,900 PSI 2,900 PSI 750 PSI 290 PSI 2,000,000 PSI JACK RAFTED 10d COMMON 3 TOE-NAIL OR ABBREVIATIONS AND DESIGNATIONS POUR CONCRETE ON FROZEN SOIL TO HIP: 16d COMMON 2 END DIRECT ACI AMERICAN CONCRETE 1 ALL PROPRIETARY ANCHORING SYSTEMS (EXPANSION, ADHESIVE ANCHORING SYSTEMS, ETC.) 1.55E LSL 2,325 PSI 2,050 PSI 800 PSI 310 PSI 1,550,000 PSI 8 KEEP FOUNDATION EXETTO CAVATIONS FREE FROM WATER AT ALL TIMES. TO BE INSTALLED INTO EXISTING CONCRETE AND MASONRY ELEMENTS ARE TO BE INSTALLED BLOCKING BETWEEN 10d COMMON 2" O.C. E-NAIL ADH IADHE�SIVE KLF KIPS PER LINEAR FOOT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR DRILLING AND MEMBER SIZES SHOWN ON PLAN (WIDTH X DEPTH) SPECIFIED AS LVL MAY BE CONSTRUCTED RAFTERS TO TOP PLATE: AFF ABOVE FINISH FLOOR KSI KIPS PER SQUARE INCH 9 IF STANDING WATER IS PRESENT IN THE FOOTING EXCAVATION, A 4" TO 6" THICK LAYER OF CLEANING OF HOLES, FOR SPACING AND EDGE DISTANCE REQUIREMENTS, AND FOR THE OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, FASTENED TOGETHER BY NAILING AFPA AMERICAN FOREST AND KSF KIPS PER SOAURE FOOT 3/4" CRUSHED STONE SHALL BE COMPACTED INTO THE BOTTOM OF THE EXCAVATION AND UTILIZATION OF SUPPLEMENTAL COMPONENTS FOR THE ANCHORING SYSTEMS SUCH AS OR BOLTING AS REQUIRED. MEMBER SIZES FOLLOWED ONLY BY PSL MUST BE INSTALLED AS ROOF SHEATIHING: 8d COMMON 6" O.C. EDGES DEWATERING METHODS SHALL BE USED THAT WILL NOT UNDERMINE THE BEARING OF ANY SCREEN TUBES, DOWELING ADHESIVES, ETC. A SOLID MEMBER, NOT BUILT-UP. 10` O.C. OTHER PAPER ASSOCIATION ADJACENT FOOTINGS. RISC AMERICAN INSTITUTE OF L STEEL ANGLE 2 UNLESS NOTED ON PLAN, CONNECTIONS TO EXISTING SOLID CAST-IN-PLACE CONCRETE STEEL CONSTRUCTION LBS POUNDS 10 IN PLACING AND COMPACTING FILL AND BACKFILL MATERIAL, DO NOT DAMAGE NOR DISPLACE SHALL BE MADE USING SIMPSON "SETS EPDXY ANCHORING SYSTEM, HILT( 'HITRE 3 MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION FROM THE AIS( AMERICAN IRON AND LCE LENGTH OF COMPRESSION STEEL INSTITUTE EMBEDMENT ENGINEER. 2 NAILS AND SPIKES SPECIFIED ON PLAN SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED ATTC AMERICAN INSTITUTE OF LCS LENGTH OF COMRFSSION CONCRETE WORK ALREADY IN PLACE BY CONTACT FROM COMPACTION (MACHINERY, BY 500-SD" ADHESIVE ANCHORING SYSTEM, HIL71 "HIT-HY 150 MAX SD" ADHESIVE ANCHORING IN FEDERAL !SPECIFICATIONS FF-N-1058 AND AS NOTED IN THE TABLE BELOW: TIMBER CONSTRUCTION SPLICE SUBJECTING IT TO OVERTURNING FROM HEAVY COMPACTING LOADINGS, OR ANY OTHER CAUSE SYSTEM OR EQUAL AS APPROVED BY THE ENGINEER. SIZE, EMBEDMENT, SPACING, AND EDGE SHEATHING PANELS: ANCH ANCHOR LF LINEAR FOOT AT FROST WALLS BRING FILL AGAINST SUCH CONCRETE AT THE SAME RATE AS THE DISTANCES OF ANCHORS AND REINFORCING BARS SHALL BE AS INDICATED ON THE DRAWINGS. APPROX APPROXIMATE LH LEFT HAND REMAINDER OF FILL, COMPACTING UNIFORMLY ON BOTH SIDES USING HAND OPERATED 1 SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB' SHALL CONFORM TO PENNYWEIGHT ARCH ARCHITECT LLH LONG LEG HORIZONTAL TAMPERS. IN BASEMENT AND CRAWL SPACE AREAS DO NOT BACKFILL AGAINST WALLS UNTIL 3 UNLESS NOTED ON PLAN, CONNECTIONS TO GROUT FILLED CONCRETE MASONRY SHALL BE U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA GRADE-TRADEMARK OF THE AMERICAN TYPE ASTM AMERICAN SOCIETY OF LLV LONG LEG VERTICAL THE FLOOR OR ROOF DECK BEARING ON THE WALLS HAS BEEN INSTALLED AND FULLY MADE WITH HILT( STANDARD "HAS-E" ISO 898 CLASS 5.8 ANCHOR RODS (MINIMUM YIELD PLYWOOD ASSOCIATION. ONLY PLYWOOD SHALL BE USED ON FLOORS. Sd tOd 12d 16d 20d THE MATERLP LOW POINT ATTACHED TO THE TOP OF THE FOUNDATION. ANUS AMERICAN WWERELDING SOCIETY LSE LAMINATED STRUCTURAL LUMBER STRENGTH = 58 KSI AND MINIMUM ULTIMATE STRENGTH = 72.5 KSI) USING HILT( "HIT HY70" LTE LENGTH OF TENSION OR HILTI "HIT HY150 MAX" ADHESIVE ANCHORING SYSTEMS OR EQUAL AS APPROVED BY THE 2 SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED SHEATHING, 'SHANK DIAMETER 0.131" 0.148" 0.148" 0.162" 0.192" B-ii BEAM MARK EMBEDMENT 11 INVERTS OF FOOTING DRAIN, IF REQUIRED, ARE TO BE SET A MINIMUM OF 2" ABOVE THE ENGINEER. SIZE, EMBEDMENT, SPACING, AND EDGE DISTANCES OF ANCHORS AND EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE PLANS FOR THICKNESS. BM BEAM BQ D LTS LENGTH OF TENSION BOTTOM OF ADJACENT FOOTINGS. REINFORCING BARS SHALL BE AS INDICATED ON THE DRAWINGS. 3 SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE GRAIN COMMON LENGTH 2.50" 3.00" 3.25" 3.50" 4.00" BOT BOTTOM LVL LAMINATED VENEER LUMBER 12 USE LEAN CONCRETE (Vc = 1500 PSI) OR CONTROLLED COMPACTED FILL FOR 4 UNLESS NOTED ON PLAN. CONNECTIONS TO HOLLOW CONCRETE OR CLAY BRICK MASONRY PERPENDICULAR ACROSS TO SUPPORTS AND CONTINUOUS OVER TWO OR MORE SPANS. B BASE PLATE BP-ii BEARING PLATE MAS MASONRY OVER-EXCAVATION OF FOOTINGS. SHALL BE MADE WITH HILTI STANDARD `HAS-E" ISO 898 CLASS 5.8 ANCHOR RODS (MINIMUM PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE GRAIN (LONG DIMENSION HEAD DIAMETER 0.281" 0.312" 0.312" 0.344" 0.406" MARK MAX MAXIMUM YIELD STRENGTH - 58 KSI AND MINIMUM ULTIMATE STRENGTH = 72.5 KSI) USING HILT( "HIT OF PANEL), 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBER. BRG BEARING MC MOMENT CONNECTION 13 WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SUB-SURFACE PIPING, BOTTOM OF FOOTINGS HY70" INJECTABLE ADHESIVE ANCHORING SYSTEM WITH `HIT-SC` COMPOSITE SCREEN TUBES BS BOTH SIDES MECH MECHANICAL SHALL BE AT LEAST 8" BELOW ELEVATION OF PIPING, UNLESS OTHERWISE SHOWN ON THE OR EQUAL AS APPROVED BY THE ENGINEER. SIZE, EMBEDMENT, SPACING, AND EDGE 4 FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH CONSTRUCTION BTWN BETWEEN MF MOMENT FRAME DRAWINGS. DISTANCES OF ANCHORS AND REINFORCING BARS SHALL BE AS INDICATED ON THE DRAWINGS. ADHESIVE, SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE BEAD ALONG THE MEMBER PNEUMATIC OR ELECTRIC POWERED HAMMERS TYPICALLY UTILIZE LIGHTER GAGE FASTENERS BW BEARING WALL MFR MANUFACTURER LENGTH. AND NORMALLY REQUIRE ADDITIONAL FASTENERS TO BE INSTALLED. FASTENER B/ BOTTOM OF MIN MINIMUM 14 EXISTING UTILITIES: LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF EXCAVATION 5 FOR CONNECTIONS TO EXISTING CONCRETE AND MASONRY, CONTRACTOR MUST LOCATE THE SPECIFICATIONS MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO MISC MISCELLANEOUS WORK. PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING EARTHWORK POSITION OF EXISTING REINFORCING BARS WITH AN R-METER OR PILOT HOLES PRIOR TO THE INSTALLATION( IF POWERED HAMMERS ARE TO BE USED. C-H COLUMN MARK MO MASONRY OPENING OPERATIONS. INSTALLATION OF ANCHORS. NOTIFY ENGINEER OF FIELD CONFLICTS PRIOR TO INSTALLATION. 5 AT DESIGNATED ID BLOCKING HORIZONTAL EDGES OF WALL SHEATHING PANELS SHALL BE CA COLUMN ABOVE MTL METAL BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE BACKING FOR SPECIFIED PANEL 3 BOLTS SHALL. CONFORM TO ASTM A307 OR ASTM A36. CBL COLUMN BELOW EDGE NAILING OF ADJOINING PANELS, SEE PLANS. CB CROSS BRACING NDS NATIONAL DESIGN SPECIFICATION CANT CANTILEVER NK: NOT IN CONTRACT CONCRETE NOTES: 4 LAG AND WOOD SCREWS SHALL CONFORM TO ANSI/ASME STANDARD 818.6.1-19.81. CJ CONTROL/CONSTRUCTION JOINT NO NUMBER OR COLING JOIST NS NEAR SIDE 1 STRUCTURAL CONCRETE WORK SHALL CONFORM TO ALL THE REQUIREMENTS OF ACI 318-08, 5 ALL FASTENERS USED IN CONTACT WITH PRESERVATIVE PRESSURE TREATED WOOD SHALL BE CLG CEILING NIS NOT TO SCALE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" IN IT'S ENTIRETY. CERTAIN HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153 OR STAINLESS STEEL, TYPE 316. CLR CLEAR PORTIONS OF THIS SPECIFICATION ARE PRESENTED HERE ONLY FOR CLARIFICATION AND THE DO NOT MIX STAINLESS STEEL AND GALVANIZED FASTENERS AND CONNECTORS. CMU CONCRETE MASONRY UNIT OC ON CENTER O TO F l-1 SPECIFICATION. CONTRACTOR'S CONVENIENCE AND ARE NOT INTENDED REPLACE OR AMEND THIS COL COLUMN OD OUTSIDE DIAMETER T SPECIFICATION. 6 BORED LEAD HOLES FOR FASTENERS SHALL BE AS FOLLOWS: CONN CONNECTION OPNG OPEN NG FACE C-:) ��F �0 CONT CONTINUOUS OPP OPPOSITE 2 2 CONCRETE SHALL BE NORMAL WEIGHT AND DEVELOP A MINIMUM STRENGTH IN 28 DAYS AS A NAIL AND) SPIKE LEAD HOLES ARE NOT REQUIRED UNLESS TO PREVENT SPLITTING OF CY CUBIC YARD r" FOLLOWS: WOOD. IF REQUIRED, LEAD HOLE DIAMETER SHALL NOT EXCEED 75% OF NAIL/SPIKE CENTER UNE P-ii PIER MARK STRENGTH MAX WATER/CEMFNTITIOUS (W C RATIO DIAMETER. PAF POWDER ACTUATED FASTENER = DB DIAGONAL BRACE PC-ii PILE CAT' MARK � ' LOCATION / ) DBL DOUBLE PERP PERPENDICULAR 0. B. WOOD SCREWS - LEAD HOLE DIAMETER EQUALS 7/8 OF UNTHREADED SHANK DIAMETER DIAD DIAGONAL PLF POUNDS PER LINEAR FOOT FOOTINGS AND WALLS 3000 PSI G.50 IN CONNECTED WOOD PART AND 7/8 OF DIAMETER AT ROOT OF THREAD IN WOOD DIAM DIAMETER PLYWD PLYWOOD INTERIOR SLABS 4000 PSI 0.50 RECETVINIG THREAD. DIM DIMENSION PROJ PROJECT OR PROJECTION Iss N EXTERIOR SLABS 4500 PSI 0.45 ON DOWN PLATE C. LAG SCRIEWS - LEAD HOLE DIAMETER EQUALS SHANK DIAMETER FOR EXTENT OF DWG DRAWING PSF POUNDS PER SQUARE FOOT 3 PORTLAND CEMENT SHALL BE TYPE I OR TYPE II AND CONFORM TO ASTM C150. UNTHREADED SHANK, AND 60% OF SHANK DIAMETER FOR THREADED PORTION OF SHANK. PSI POUNDS PER SQUARE INCH 4 OTHER CEMENTITIOUS MATERIAL SUCH AS FLD. THRU BOLTS - LEAD HOLE DIAMETER 1/32" TO 1/16" LARGER THAN NOMINAL BOLT YASH OR GROUND GRANULATED BLAST- FURNACE EA EACH PSL PARALLEL STRAND LUMBER EF EACH EACH FACE PT PRESERVATIVE TREATED SLAG MAY BE BLENDED WITH CEMENT FOR USE IN THE CONCRETE MIX. FLYASH SHALL DIAMETER. EL ELEVATION JOINT QTY QUANTITY CONFORM TO ASTM C618 AND MAY REPLACE CEMENT IF THE FOLLOWING RANGES FOR THE 2 ELEV ELEVATOR CLASSES OF FLYASH; CLASS C, 20 TO 35%; CLASS F, 15 TO 25%. GROUND GRANULATED 7 INSERT THREADED SCREW TYPE FASTENERS BY TURNING WITH SCREWDRIVER OR WRENCH. EMBED EMBEDMENT R-ii RAFTER MARK BLAST- FURNACE SLAG SHALL CONFORM TO ASTM C989 AND MAY NOT EXCEED 50% OF DO NOT DRIWE BY HAMMERING. FACILITATE INSTALLATION BY PLACING SOAP OR OTHER EOD EDGE OF DECK RD ROOF DRAIN TOTAL WEIGHT OF CEMENTITTOUS MATERIALS. LUBRICANT ON THREADS. EOS EDGE OF SLAB REF REFERENCE EQ EQUAL RE1NF REINFORCEMENT 5 COARSE AGGREGATE SHALL BE 3/4" AND CONFORM TO ASTM C33. 8 PROVIDE STANDARD ROUND WASHERS UNDER THE HEADS OF ALL THRU BOLTS AND LAG EQUIP EQUIPMENT REQ'D REQUIRED SCREWS AND) UNDER ALL NUTS UNLESS OTHERWISE INDICATED ON THE PLANS. TIGHTEN EW EACH WAY RTU ROOF TOP UNIT 6 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. FASTENERS WITHOUT CRUSHING WOOD FIBERS UNDER WASHERS. EEXXIST EXISTING RD ROUGH OPENING 1 FOR PERMIT 10/04/16 7 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WITH A MINIMUMYIELD STRENGTH OF EXP EXPANSION SC SHEAR CONNECTOR number issued for date EXT EXTERIOR SCHED SCHEDULE 75 KSI. LAP ONE MESH SIZE AT SIDES AND ENDS, AND WIRE TOGETHER. SECTION �/� F-i.i FOOTING MARK SFS STEPPED FOOTING OR P&OM 8 NO WELDING OF REINFORCING WILL BE PERMITTED. FD FLOOR DRAIN SQUARE FOOT FDN FOUNDATION SIM SIMILAR 9 NO ADMIXTURES ARE PERMITTED WITHOUT THE ENGINEERS WRITTEN PERMISSION. CONCRETE FIN FINISH SirL STEEL JOIST INSTITUTE LAB EXPOSED TO THE WEATHER, SUCH AS THAT USED IN FOUNDATION WALLS AND GARAGE SLABS, FS AR SIDE SOG SI ON GRADE David Bruce Mann Architect SHALL CONTAIN 5% t 1% ENTRAINED AIR. DO NOT USE AIR ENTRAINMENT ADMIXTURES FOR FT FOOT OR FEET SPEC SPECIFICATION INTERIOR SLABS. FTG FOOTING STD STANDARD STL EL 10 GROUT FOR USE UNDER STEEL PLATES SHALL BE CEMENT-BASED, NOIN-SHRINK, GA GAGE SW SHEAR WALL 122 East 55th Street New York,NY 10022 NON-METALLIC GROUT HAVING A MINIMUM 7 DAY STRENGTH OF 5000 PSI, SUCH AS FIVE GALV GALVANIZED SWB SHEAR WALL BEAM STAR GROUT MANUFACTURED BY THE U.S. GROUT CORPORATION. GB-ii GRADE BEAM MARK Tel(212)644-6416 Fax(212)644-6913 Gf?J GENERAL THK THICK 11 CONCRETE ENGINEERED REINFORCING FIBERS SHALL BE POLYPROPYLENIE, COLLATED, GYP GYPSUM THRD THREADED FIBRILLATED FIBERS FROM FIBERMESH COMPANY, 4019 INDUSTRY DRIVE CHATTANOOGA, TN OR HGR HANGER TTYYIP TRUSS PLATE INSTITUTE Client Date EQUAL APPROVED BY THE ENGINEER. FIBERS SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. HK HOOK T/ TOP OF 09/29/16 HORIZ HORIZONTAL 12 THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT, UNLESS HT HEIG °'NT LION UNLESS OTHERWISE NOTED ELLIOTT RESIDENCE HrScale OTHERWISE NOTED ON PLANS: HVAC HEATING VENTILATING VERT VERTICAL 275 WEST ROAD COVER (INCHES) AIR CONDITIONING VIF VERIFY IN FIELD CUTCHOGUE NY 11935 AS NOTED CONCRETE CAST AGAINST AND ID INSIDE DIAMETER WP WATERPROOF OR Drawn By PERMANENTLY EXPOSED TO EARTH: 3 IF INSIDE FACE WORKING POINT I CONCRETE EXPOSED TO EARTH OR WEATHER: NT NV IINTERIOR WT WEIGHT JM/KDJ #6 THROUGH #18 BARS: 2 NVERT WWF WELDED WIRE FABRIC #5 BAR AND SMALLER: '1 1/2 WITHOUT J-ii JOIST MARK w/o WITH Title Sheet JT JOINT CONCRETE NOT EXPOSED TO WEATHER OR ; DIAMPOUETER NUMBER IN CONTACT WITH GROUND: GENERAL NOTES AND SLABS, WALLS, JOISTS: #14 AND #18 BARS 1 1/2 - O MATERIAL SPECIFICATIONS #11 BAR AND SMALLER :3/4 BEAMS, COLUMNS - PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 1/2 TDEG it. 16198 he i Salvo ngineering tjmup ' Structural Engineers IS83%ado Helgtrls Road I Surle 200 " NOTE A" Lee Farm Corporale Park I Danbury,CT 06810 \ (203)49041401 www.ftc m d � 2 OWNERSHIP, USE AND ALTERATION OF DOCUMENTS: (v The Client acknowledges that the documents, drawings, specifications X GUT NEW OPENING INTO EX15T including electronic media files are instruments of The DiSalvo Engineering w FON WALL, IN5TALL 4X4 PT I Group's services and shall remain the property of The DiSalvo Engineering —I Group. The Client or any person or entity that acquires or obtains the EX. J ISYS r POST UNDER EX. BEAM ,I drawings and specifications from or through The Client sholl not use them �- EX. (2)-2x8 I I EX. (2)-2x& EX. (2)-2x8 EX. (2)-2X8 CR WL S ACE 1 on any other project, shall not modify, alter or change the drawings and 0 0 I specifications without written authorization from The DiSalvo Engineering 1 I Group. Furthermore, The Client agrees to the fullest extent permitted by L „ law to indemnify and hold harmless The DiSalvo Engineering Group, its 3 RAT SLAB I officers, directors and employees from any and all claims, suits, liability, %3 I demands or costs, including attorney fees arising out of or resulting OJ � therefrom. BASEMENT i FOUNVATI ON AND F I FI:21ST NORTH: - ---- �z ---- — NOTE "A" _ FLOOR FRAM I NC PLAN 1/4" = 1'-0" 't EX. (2)-2x8 I I EX. (2)-2x8 G EX. (2)-2x8 I—_Q— I-EX,(2)--2X5——— HD SLAB ON GRADE —_—————— • NEW CRAWL 5PAGE 5LAB5 TO BE 3" THICK W/ WWF 6x6 - W2.OxW2.0 3 RAT SLAB I I .i I I L---J L___J 7 • "J-I" INDICATES 3 1/2x5 I/2 LVL'S AT I6"'0.6. spAE - ---- — — -- —Q — --- — - • HO INDIGATE5 51MP50N HTT4 W/ (18) - UOD NAIL5, 50' ANCHOR ROD W/ EX. SLAB ON GRADE X 10" AOHE5IVE EMBEDMENT. NAIL TO SIDE OF CORNER P05T OR 7 NOTE "A" NOTE "A" N OPENING JACK POST. U • SEE ARCHITECT DRAWINGS FOR ALL DIMEN51ON5 AND ELEVATIONS. • 5EE DRAWING 5-0 FOR GENERAL NOTES AND MATERIAL I HD 5PEGIFIGATION5. 5-2 NOTE "A": DOWEL ENO5 OF NEW GRADE BM INTO EX.FVN. WALLS W/(4)-#5x16" OOWEL5 AT 12"o.c. VERT. HAVING 4" ADHESIVE EMBEDMENT ' 3 I/2x5 1/2 LVL CL. CL f i HDR., TYP. U.N.O. w I ' w i ' /I ---------------------------------------------- ------------------------------- --- - -----------------------------------� Nip j 1E ---i-- --- 2 DINING ; Q ; r2 — l LIVING I :K I R2 LU NORTH: BEDROOM i k8 ROOF SRAM I NC PLAN l 1/4" • "ER" INOIGATE5 EX15T. 2x6 RAFTER5 AT 160" O.G. a t t LU � � GAR GE �, pF NE • "EJ" INDIGATE5 EX15T. 2x6 CEILING JOISTS AT 16' O.G. CL � �' �Q� �`�-j H D. -----NEW-3.-1/2 41/2-LVL------- CL CL _ CO • "R-I" INOIGATE5 NEW 2x8 RAFTERS AT 16" O.G., U5E 2x8 HIP RAFTER. - - -- - 1/2" WOOD PANEL SHEAR WALL - NAIL N -# ,• VERTICAL AND HORIZONTAL PANEL EDGE5 WITH • � "R-2" INOICATE5 NEW 2x6 RAFTERS AT 16" O.G., U5E 2x8 HIP RAFTER. I T.C. "CL. IOD NAILS AT 3"o.c. HORIZONTAL BLOCKING o, BETWEEN 5TUO5 AT HORIZONTAL PANEL EDGES. 52 BATH KITCHEN 3 °P RdsL • "GJ" INDICATES NEW 2x6 CEILING JOISTS AT I6"o.c. ____________ __________ __ _ _ _________ N NAIIL BOTTOM PLATE TO 51LL WITH IOD AT v IT,C, F04 Tab 3"o.c. 5EE FOUNDATION AND 15T FLOOR E 1-! • "FW" INDICATES OVERBUILD ONTO ROOF FRAMING BELOW. I »t FRAMING PLAN FOR HOLD OOWN5 REQUIRED AT NEW 3 1/2 a 1/2 LVL L"' BATH BOTTOM OF WALLS AND SILL ANCHOR RODS • INTERIOR BEARING WALLS ARE INDICATED MOIL THU5 -- -- MaL � /—FJP4 FW s:fet AT BOTTOM OF WALL. — t... • 5EE ARCHITECT DRAWINGS FOR ALL O'IMEN51ON5 AND ELEVATIONS. x • 5EE DRAWING 5-0 FOR GENERAL NOTE-:5 AND MATERIAL NOTE "A" R 2 R 2 5PEGIFIGATION5. 5-2 1 FOR PERMIT 10/04/16 number , issued for date FRAMING Lr--Ug-- err mom JOISTS/RAFTERST- BEAMAHEAVER WOOD POSTS David Bruce Mann, Architect No. OF PLIES IN ■ P05T DOWN 122 East 55th Street New York,NY 10022 BUILT-UP BEAM Tel(212)644-6416 Fax(212)644-6913 EXTENT OF 0 P05T UP AND DOWN SPAN FRAMING BEAM (3)-2x10 Client Date DIRECTION 51ZE WSxlO D P05T UP 09/29/16 OF FRAMING FRAMING wes 3 1/2x11 7/8 LVL 'r ELLIOTT RESIDENCE Scale MARK, 5EE � SCHEDULE POSTS 5HALL BE (3)-2x6 CUTCHOGUE NY 1275 WEST ROAD D AS NOTED de J-1 ——7 BEAM I.D. MIN. IN 2x6 STUD WALLS Drawn By KDJ DOWNSLOPE DASHED BEAM REACTION STUD WALL, U.O.N.AND (3)-2x4 MIN IN 2x4 JM/ DIRECTION WHERE (WOOD-LB5., STEEL-KIPS) Title Sheet OF 5LOPING BUILT OVER ME R5 I BY OTHER 'r 5EE LAMINATED VENEER FOUNDATION AND FIRST FRAMING LUMBER(LVL) AND PARALLEL FLOOR FRAMING AND SLAB S _ 1 STRAND LUMBER (P5L) ON GRADE PLAN A N D NOTE Nae. ROOF FRAMING PLAN TDEG it 16198 he i Salvo Ile EX. ROOF FRAMING, 5EE ,, ngime ng PLAN D MUp Structural Engineers _ -- TYP. LAP L TYP. HOOK L 83 Wooster He%%Road I suite 200 f 5EE NOTE I lb BAR 0IAM.ETER5 lee Fatm Cc>pnW Pant I Danbury,LT 06810 1(� --- ------- -�I I CORNER BAR 51ZE (203)490.41401 wwwklegcam AND 5PAGING TO I MATCH HORIZ. REINF. OWNERSHIP, USE AND ALTERATION OF DOCUMENTS: II The Client acknowledges that the documents, drawings, specifications -u----- - -" including electronic media files are instruments of The DiSalvo Engineering 2x WALL 1/2" SHEATHING ON 2X4' Group's services and shall remain the property of The DiSolvo Engineering EX. ROOF AND CEILING r Group. The Client or any person or entity that acquires or obtains the FRAMING, 5EE PLAN 5TUD5 AT Ib" O.G. O' drawings and specifications from or through The Client shall not use them TMP on any other project, shall not modify, alter or change the drawings and EX. CEILING J015T5, 5EE specifications without written authorization from The DiSalvo Engineering NEW ROOF FRAMING, 5EE PLAN PLAN Group. Furthermore, The Client agrees to the fullest extent permitted by low to indemnify and hold harmless The DiSalvo Engineering Group, its officers, directors and employees from any and all claims, suits, liability, demands or costs, including attorney fees arising out of or resulting NEW ROOF FRAMING, 5EE BLOCKING BETWEEN PLAN RAFTERS AT CORNERS ptT INTERSECTIONS therefrom. 5EGOND POUR FIRST POUR TYR LAP PROVIDE I" V GROOVE ON ,, - ---- - — ----- -- -- - 5EE NOTE I EXPOSED FACE OF WALL AT 5EE NOTE 3, 4 AND 7 Fd JOINT. 5EE NOTE -7 GON5TRUGTION JOINT, b" L b" CENTER 2x4 KEY ON WALL 5HRINKAGE CRACK 2x8 LEDGER NAIL TO HURRICANE EACH STUD H/ (3)-Ibd _ TIE DOWNS r I I I I II L------J HURRICANE PIER, IF REQUIRED L------J TIE DOWN5 BLOCKING BETWEEN NOTE-5: CONSTRUCTION JOINT CONTROL JOINT RAFTERS I. ALL BAR 5PLIGE5 5HALL BE GLA55 "B" LAP 5PLIGE5 WITH 5b BAR DIAMETERS MINIMUM. 2. PROVIDE GON5TRUGTION JOINT AT END OF EACH DAY'S POUR. WALL5 5HALL NOT BE POURED IN GONTINUOU5 LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING GON5TRUGTION JOINTS OR CONTROL JOINT5. 3. PROVIDE GON5TRUGTIOWGONTROL JOINT5 AT FACE OF PIERS UNLE55 OTHERHI5E NOTED ON PLAN. 4. AT CONTROL JOINT, PROVIDE BEVEL JOINT "T"/10 INTO WALL 5URFAGE BOTH SIDES. STOP ALTERNATING HORIZONTAL REINFORCING BAR5 b" SHORT OF CONTROL JOINT. 5. 5EE APPROPRIATE 5EGTION FOR WALL REINFORCEMENT. b. VERTIGAL REINFORCING AND/OR SUPPORT BAR5 NOT 5HOWN FOR CLARITY. EX. WALL TO BE REMOVED EX. WALL TO BE REMOVED 7. PROVIDE CAULKING AT JOINT IF REQUIRED. 5EE 5PEGIFIGATION5. NEW FLOOR FRAMING, 5EE NEW FLOOR PLAN EX. FLOOR FRAMING FRAMING, SEE FLOOR FRAMING Pte" /—EX. TYP I GAL GONGRETE HALL GON5TRUGTI ON DETAIL3/411 3 -- --------- ------------------- 1E, �J X1 T/ NEW FON. WALL BEYOND — — — T/ NEW FON. " I—I�I I I -I I III WALL BEYOND '—�I , 'I I� ----- - 2 H MIN. =1 (2)-#4 CONT., TOP BOT. _ (2)-#4 CONT., TOP 8 BOT � � BOT. HORIZ. WALL --7 3-0LAP 5PLIGE 2-0REINFORCEMENT #4x10" DOINEL5 AT 24'0.6 #4x10" DOWELS AT 24'0.6. TYP.AT WALL AND FTG. VERT. W/ 4" ADHESIVE EX. BM., BEYOND VERT. W/ 4" APHE51VE EMBEDMENT AT NEW HAL EMBEDMENT AT NEW HALL BM., BEYOND BEYOND BEYOND EX. FON. EX. FON. m GRAHL 5PAGE SLAB m GRAWL 5PAGE SLAB C -60 B/ NEW FTG. ♦ � 00 BEYOND z ♦♦♦ ♦♦ B/ NEW FTG. BEYOND EX. SLAB . SLAB ♦ — 5TEP5 ON. STEP5 ON.. TO MATCH TO MATCH EXQ do _ — EX. FTG. EX. FTG. � b' 8' b' b° 8' b° .0v 00 ♦♦♦ �I�III�j�IIG I, B/ NEW FTG. TO BE MORE B/ NEW FTG. TO BE MORE — --z----�------ Ao 3 sb � ___J I FOOTING REINF. — ----'!•--�•— ? 2 SOIL BENG THAN 1:2 SLOPE ABOVE THAN 1:2 SLOPE ABOVE — _ ARI BOT. OF EX. FTG. I BOT. OF EX. FTG. 12(MIN / I ROCK BEARING 2(MIN TOP REINF. IF REO'D. � r III Irl�lII IIS 5EE FON. HALL/FOOTING OF N�yv 5EGTION5 ��Q�����I p ,o2a V °T° v NOTE: 1F G�25281 o • PLACE LOWER FOOTING FIRST °Ro .S to a iG SEGTION I 5EGTION 2 TYPIGAL 5TEPPED FOOTING DETAIL 4 3/4" = 1'-0" 5-2 3/4" = 1'-0" 5-2 3/4" = 1'-0" 5-2 1 FOR PERMIT 10/04/16 number, issued for date PRNrT MOM David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date 09/29/16 ELLIOTT RESIDENCE Scale 275 WEST ROAD AS NOTED CUTCHOGUE NY 11935 Drawn By JM/KDJ Title Sheet TYPICAL DETAILS AND SECTIONS S - 2 1 TDEG #: 16198