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HomeMy WebLinkAbout47396-Z ,%131 SO oy� Town of Southold 4/18/2023 3 P.O.Box 1179 CO C4 - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44029 Date: 4/18/2023 THIS CERTIFIES that the building POOL HOUSE/CABANA Location of Property: 455 N View Dr,Orient SCTM#: 473889 Sec/Block/Lot: 13.-1-9.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/12/2018 pursuant to which Building Permit No. 47396 dated 1/27/2022 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: accessory pool house with half bathroom,unconditioned finished storage on upper level,rooftop deck and outdoor shower as applied for per ZBA#7083, dated 10/5/2017. The certificate is issued to Howard,Lisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-18-0010 1/11/2023 ELECTRICAL CERTIFICATE NO. 47396 3/30/2022 PLUMBERS CERTIFICATION DATED 12/3/2020 E K'ng P1 ng&He ing Inc. Cize S nature �o�soFF TOWN OF SOUTHOLD BUILDING DEPARTMENT ti x TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47396 Date: 1/27/2022 Permission is hereby granted to: Howard, Lisa 454 DeGraw St Brooklyn, NY 11271 To: construct accessory pool house as applied for per SCHD and ZBA approvals. Replaces 42586 1,12=7 --P�ermit: to include upper level finished space, with ZBA approval. At premises located at: 455 N View Dr SCTM # 473889 Sec/Block/Lot# 13.-1-9.2 Pursuant to application dated 4/12/2018 and approved by the Building Inspector. To expire on 7/29/2023. Fees: PERMIT RENEWAL $427.80 A1�IEI�D�IV.IENZT -REM X235_ 2_0 i Total: $663.00 Building Inspector �SufFQj/( TOWN OF SOUTHOLD BUILDING DEPARTMENT N z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47396 Date: 1/27/2022 Permission is hereby granted to: Howard, Lisa 454 DeGraw St Brooklyn, NY 11271 To: construct accessory pool house as applied for per SCHD and ZBA approvals. Replaces 42586 At premises located at: 455 N View Dr SCTM #473889 Sec/Block/Lot# 13.-1-9.2 Pursuant to application dated 4/12/2018 and approved by the Building Inspector. To expire on 7/29/2023. Fees: PERMIT RENEWAL $427.80 Total: $427.80 Building Inspector h�o�sUFFo��co TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy..• �� SOUTHOLD, NY X01 � dao 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#: 42586 Date: 4/19/2018 Permission is hereby granted to: Howard, Lisa 454 DeGraw St Brooklyn, NY 11271 To: construct accessory pool house as applied for per SCHD &ZBA approvals. At premises located at: 455 N View Dr, Orient SCTM # 473889 Sec/Block/Lot# 13.-1-9.2 Pursuant to application dated 4/12/2018 and approved by the Building Inspector. To expire on 10/19/2019. Fees: ACCESSORY $805.60 CO -ACCESSORY BUILDING $50.00 Total: $855.60 it ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. .Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 � Date. 1 q -/b, New Construction: Old or Pre-existing Building: ! (check one) Location of Property: is-c, ! V House No. Street Hamlet Owner or Owners of Property: U Q Q}- Suffolk County Tax Map No 1000, Section Block 1 Lot Subdivision , r Filed Map. Lot: Permit No. `'cZ O Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature �o��OF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: fE&vv., f-d v wo v et"w" w k !o - r 0 Dl4w o ✓ Dcl 0 )!�jvh iJ ave i° r 'r DATE INSPECTOR ho��OF 50Ulyo� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [v/] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]- ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Amid nes 9 S " ?/*Yt/ AVGt�oi n iw - 4v,Qui cS�YI/ trap DOW, S.(ID A'M ) v ' 3S f DA/ k f rD A DATE I b INSPECTOR pF SOGIyOIo f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 101t(ohoie INSPECTO L(1 Cl �,OF SOUIho{o # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND _ [ ]. INSULATIO CAULKING [ ] FRAMING/STRAPPING [q� FINAL [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 6. � [k"Vtw;ArU 401, nil , --Ovt W'lA 16A./oi k • DATE �f y jZazz INSPECTOR OESOUIyO red 765-1802 # # �� TOWN OF SOUTHOLD BUILDING D PT. �� �� x r� hoc4 s� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATI N 2ND [ ] INSULATION/CAULKING [ ] FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION' [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - U r L s DATE 2 INSPECTOR e000 O�aOF SOUTyOIo I ✓ c7 N v/ ew ta * TOWN.OF SOUTHOLD BUILDING DEPT. � • io cou765-1802 -7 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] - FOUNDATION 2ND [ ] INSULATION/CAULKING= [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION �j ] PRE C/O REMARKS:f�C� w 1n an ed �Q//Lvcf - DATE INSPECTOR hod*pF SOUTy�� * # TOWN OF SOUTHOLD BUILDING DEPT. °ycvu765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ]. FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINALQ 4f Lac� [ ] FIREPLACE & CHIMNEY [ ] `FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O EMA KS: t v 67 WMA _Xyt-t A % . Lp, - )IIJ3 DATE a-baQ., INSPECTOR pF SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 COU5 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Lisa Howard Address: 455 N View Dr city.Orient st: NY zip: 11957 Building Permit#: 47396 section: 13 Block: 1 Lot: 9.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Luminaire Electric Corp License No: 37665ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Roof X Garage INVENTORY Service 1 ph Heat 3 Duplec Recpt 11 Ceiling Fixtures 10 Bath Exhaust Fan 1 Service 3 ph Hot Water 30A GFCI Recpt 7 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO2 Detectors Sub Panel 3 A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights 4' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 20 4'LED Exit Fixtures 11 Pump Other Equipment: Mini Fridge, Ice Maker, 3 Zstep Lights, 5A Sub 12Circuit/8 Used, 50A Sub 12/12 Notes: " AS BUILT NO VISUAL DEFECTS " Pool House Inspector Signature: � Date: March 30, 2022 S.Devlin-Cert Electrical Compliance Form 1 Q�SUUj�o� � Q Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959fJ I l !( I('] 11 BvELDING DEPARTMENT APR o 6 2022 TOWN OF SOUTHOLD BUILDING u-P is TOWN OFS01311-0it-D .CERTIFICATI.ON Date: /Z D Building Permit No. Owner: (Please print) Plumber: . - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (P ers Signa Sworn to before me this day of �Q ce'°'fie►- , 20 Notary Public, Sill/'6 "C- County- JEA:1�/+RIE ODDON Notary Pulblic,State of Nein York No.0.10[)6251238 Qualified in SuFrollc County Commission Expiras November 14,20�3 THE 45 Main Street 718 6241700 www.brooklyn.studio Studio 824 info@brooklyn.studio BROOKLYN Brooklyn,NY 11201 ----[STUDIO 10.03.2022 Liz Sakarellos Town of Southold RE: FINAL INSPECTION - HOWARD RESIDENCE, 455 NORTH VIEW DRIVE ZBA #7083, DOB #486 Dear Ms. Sakarellos, At the request of DOB inspector Jarski, I am writing this letter to clarify one inconsistency in prior documents and/or drawings on file at Southold DOB and ZBA for the Howard residence at 455 North View Drive, Orient so that•it can be added to both DOB and ZBA files. The upstairs outbuilding is classified as a finished, unconditioned space.All other descriptions are in error. Sincerely, a A R C /y / oft.C08& C� Brendan Coburn, FAIA �� m o Partner x bcoburn@brooklyn.studio �[ 718 624 1700, ext. 222 02531 TEOFN Page 1 of 1 THE 45 Main Street 718 6241700 www.brooklyn.studio Studio 824 info(a brooklyn.studio BROOKLYN Brooklyn,NY 11201 STUDIO 11.18.2022 Liz Sakarellos Town of Southold RE: FINAL INSPECTION - HOWARD RESIDENCE, 455 NORTH VIEW DRIVE ZBA #7083, DOB #42586 Dear Ms. Sakarellos, At the request of DOB Inspector Jarski, we have revised the attached amended filing drawings to clarify an inconsistency in prior documents and/or drawings on file at Southold DOB and ZBA for the Howard Residence at 455 North View Drive, Orient. The upstairs of the outbuilding is classified as a finished, unconditioned space. All other previous descriptions of this space are in error. Sincerely, 0 Brendan Coburn, FAIA Partner bcoburn@brooklyn.studio 718 624 1700, ext. 222 I Nuv � 1 Page 1 of 1 • � • • _ COMMENTS FOUNDATION(IST) AM,AVA ----------------------------------- 'FOUNDATION (2ND) vp Ing 70 � ► 0lr 4lMV I ENERGYPLUMBING Mt"A-�FAM KA 11a, INSULATION .D � t PAQIM �l ►_ Vis. �:� ADDITIONAL COMMENTS A/ I1n win 6 /N=Wmjmm-mil-WI / m, �• rim qyo mm, Kpj i • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health NA SOUTHOLD,NY 11971 sets of Building Plans NA TEL: (631) 765-1802 Planning Board approval NA FAX: (631) 765-9502 �j� Vey YES SoutholdTown.NorthForkxet PERMIT NO. Check YES Septic Form NA »e� N.Y.S.D.E.C. NA < a Trustees NA Application NA Flood Permit NA Examined ,20� Single&Separate NA 4DCC (f Otorm-Water Assessment Form NA 2 G APR 2 0 2017 Contact: / Approved ,20 / Mail to: NDAN COBURN,C 8 Architects isapproved a/c B 1 . 45 Main St,Stte 824. NY 11201 OF 80 OLD Phone: 718.624. 00 ext 225 Expiration 92 0 Building Inspector DD APR 1 2 2018 APPLICATION FOR BUILDING PERMIT Date 04.12 , 20 17 TOWN OF SOUTHOLD 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. ( ignature of applicant or name,if a corporation) CWB ARCHITECTS,45 Main St,Stte 624.Brooklyn,NY 11201 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AGENT/ARCHITECT Name of owner of premises CHARLES R LISA HOWARD (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 455 NORTH VIEW DRIVE ORIENT House Number Street Hamlet County Tax Map No. 1000 Section 1 3 Block 01 Lot 9 . 2 Subdivision NA Filed Map No. NA Lot NA z 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENTIAL b. Intended use and occupancy NO CHANGE-SINGLE FAMILY RESIDENTIAL 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work NEW?Uff— (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 3 Number of dwelling units on each floor 3 If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA 7. Dimensions of existing structures, if any: Front Rear Depth Height 20' Number of Stories SINGLE STORY Dimensions of same structure with alterations or additions: Front NA Rear NA Depth NA Height NA Number of Stories NA 8. Dimensions of entire new construction: Front 48'-0" Rear NA Depth 16'-0" Height NA Number of Stories ' NA 9. Size of lot: Front 150'-0" Rear NA Depth 350'-0" 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 x NO 13. Will lot be re-graded? YES x NO Will excess fill be removed from premises? YES NO—x- 14.Names of Owner of premises CHARLES&LISA HOWARD Address 455 NORTH VIEW DR,ORIENT NYPhone No. 917.331.1010 Name of Architect BRENDAN COBURN,CWB ARCHITECTS Address 45 MAIN STREET,BROOKLYN NYPhone No 718.624.1700 ExT 222 Name of Contractor DENNIS MCMAHON Address 33 CENTRAL ST,GREENPORT,N}Phone No. 917.921.6984 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * 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 x * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO x * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF /� S BRENDAN COBURN being duly sworn, deposes and says that/he is he app lica (Name of individual signing contract)above named, I )He is the AGENT/ARCHITECT ll (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. Swo re me this day of �� 20Z;Ez�Real 7 otary Public,State of New York No.01 RE6082794 Kngs county Notary Pu s Comission Expires 770 November 04.20' Signature of Applicant FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 26, 2017 TO: CWB Architects (Hiemstra/Howard) 45 Main Street, Suite 824 Brooklyn, NY 11201 Please take notice that your application dated April 12, 2017 For permit to construct an accessory in-ground swimming pool and accessory pool house at Location of property: 455 N. View Drive, Orien, NY County Tax Map No. 1000- Section 13 Block 1 Lot 9_2 Is returned herewith and disapproved on the following grounds: The proposed accessory structures are not permitted pursuant to Article IV Section 280-19, which states; "Accessory buildings shall be subject to the same requirements as 280-15 of the Agricultural Conservation District," which states; "In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." The proposed accessory structures are located in a front yard. e Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. o�OS�FFO(,��oG C2 ti 2 Zoning Board of Appeals MEMORANDUM TO: SOUTHOLD TOWN BUILDING DEPARTMENT/Senior Building Inspector John Jarski FROM: ZONING BOARD OF APPEALS, Robert Lehnert DATE: November 17, 2022 RE: HOWARD, CHARLES, ZBA# 7083, Located at 455 North Sea Drive, Orient (SCTM# 1000-13-1-9.2) Mr. Jarski, Regarding the pool house of the above referenced property, the finished condition on the second floor is acceptable to the Zoning Board of Appeals. Thank you, Rffiert Lehnert (Board Member) {BOARD MEMBERS f3f SUSouthold Town Hall Leslie Kanes Weisman,Chairperson �� (/T�p 53095 Main Road•P.O.Box 1179 h0 l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes G Town Annex/First Floor,Capital One Bank Gerard P.Goehringer '�c►p �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento l�'CDU �`cv Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 RECE VED kda 1.ON Pm FINDINGS,DELIBERATIONS AND DETERMINATIO CT �� 2 1& MEETING OF OCTOBER 5,2017 . outhold Town Clerk ZBA FILE 7083 NAME OF.APPLICANT: Charles and Lisa Howard. PROPERTY LOCATION:455 North View Drive Orient,NY SCTM No. 1000-13-1-9.2 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 H 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 June 9, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. SOUTHOLD TOWN ENGINEER: This application, along with revised plans prepared by CWB Architects last revised September 12,2017 and a survey prepared by Howard M.Young,L.S.revised on September 14,2017 were referred to the Town Engineer for comment concerning compliance with Chapter 236—Stormwater Management The plan depicted the amended location of the proposed pool house and in-ground swimming pool. The Town Engineer, in his e-mail correspondence of September 20, 2017, indicated that the plans reviewed meet the requirements of Chapter 236 for Stormwater Management. PROPERTY FACTSMESCRIPTION: The subject property is a conforming 54,031 sq. ft. parcel located in R-40 Zoning District. The property measures 208.52 feet fronting North View Drive along the northerly property line, measures 385.25 feet along the easterly property line, measures 150.00 feet fronting South View Drive along the southerly property line and measures 349.10 feet along the westerly property line. The Parcel is improved with a one story.frame home with an attached enclosed screen room over garage as shown on a survey prepared by Howard M.Young,Land Surveyor, last revised April 4,2017. BASIS OF APPLICATION: Request for a Variance under Article III, Section 280-15,Article IV, Section 280-19, and the Building Inspector's April 26, 2017, Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool and an accessory pool house,.at: 1) proposed in-ground swimming pool located in other than the code required rear yard;2)proposed accessory pool house located in other than the code required rear yard; at: 455 North View Drive, Orient,NY. SCTM#1000-13-1-9.2. ,Page 2,October 5,2017 #7083,Howard SCTM No. 1000-13-1-9.2 RELIEF REQUESTED: The applicant requests a variances to construct two accessory structures; a pool house and an in-ground swimming pool to be located in the front yard area. The in-ground swimming pool shown on the survey measures 16 feet by 48 feet; and a proposed pool house with observation deck on top floor,measures 25.29 feet by 22.58 feet.Both structures are not permitted in the front yard. : ' AMENDED APPLICATION: During the public hearing of September 7, 2017, the applicant was asked to bring the plan into more conformity with the code. In addition,the Board requested architectural drawings that depict the height of the structure from the average grade, a site section showing the elevational change for the proposed pool, and a drainage plan. On September 14, 2017, the applicant's design professional, CWB Architects, submitted a revised site plan dated September 12, 2017 that relocated and amended the pool house to 21 feet by 28 feet, and relocated and amended the in-ground swimming pool with a hot tub to an L-shaped configuration (measuring approximately 848 sq. ft.). In addition to accessory structures requiring relief, the site plan proposes landscaping features, a 6 ft. by 6 ft. shed for pool equipment located in the front yard;and a concrete retaining wall . In accordance with Chapter 236, and pursuant to the Board's request,the revised site plan depicted the average grade, site section and topography of the parcel. A revised survey dated September 14, 2017 details the following drainage and stormwater management features: 1. All driveway runoff leading to North View Drive and South view Drive(both private roads) 2. All runoff from the homes roofs into storm drains. 3. Containment for pump out station for mechanical pool pump, etc. and total pump out of swimming pool. 4. On-site containment of accessory with flat roof for possible observation deck 5.Non-turf vegetation buffer in front yard adjacent to North View Drive 6. Drainage of pool around cement pool patio,which allows drainage into this containment area. 7. French drain as indicated on proposed drainage plan indicating position of said drain on survey. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 7,2017 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 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicants' property has high and steep slopes primarily on North View Drive. However, the applicant did submit to the Board a substantial landscape and on site drainage plan by a Professional Engineer indicating how the subject parcel is going to contain its own stormwater water leading from both the north and south sides of the steeply sloped property. The subject pool and pool house will not be visible from the road, given the steep slopes on the property, and other home fronting on both North View and South View Drives also have pools located in front yards. 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 applicant has two front yards and no conforming rear yard in which to locate an in-ground pool and pool house. Page 3, October 5,2017 #7083,Howard SCTM No. 1000-13-1-9.2 3. Town Law $267-b(3)(b)(3). The variance(s) granted herein is mathematically substantial, representing 100% relief from the code.However,the applicant is burdened with two front yards and no conforming rear yard. 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and comments from the Town Engineer confirm the adequacy of the applicant's proposed drainage plan.. 5. Town Law §267-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 §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory pool house and an in-ground swimming pool in the front yard, with mandated Stormwater Management provisions pursuant to Chapter 236 of the Southold Town Code 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 Planamento, and duly carried,to GRANT the relief AS AMENDED and shown on the surveys prepared by Howard M. Young, L.S. last revised September 14, 2017 and Project and Site Information prepared by CWB Architects pages'-001 00 A-200.00 A- 202.00 and A-401.00 prepared by Young and Young last revised September 14,2017. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The Board. OR DESIGNATED Member of the Board, shall inspect the premises after all work is completed and before a Certificate of Occupancy is granted by the Building Inspector. 2. The applicant Shall Plant Landscaping/Evergreen screening as depicted in site plan,page A- 200.00 prepared by CWB Architects dated September 12,2017. 3. Pool mechanicals shall be placed in a sound deadening enclosure. 4. Drywell for pool de-watering shall be installed. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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 buildingpermit, 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 and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. 'Page 4,October 5,2017 #7083,Howard SCTM No. 1000-13-1-9.2 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), Goehringer, Dantes, Planamento, and Acampora. This R o ution was duly adopted(5-0). Leslie Kanes Weisman Chairperson Approved for filing la/ 6 /2017 g�EFO(,� BOARD MEMBERS OHO CSG Town Hall Annex Leslie Kanes Weisman,Chairperson �� yam► 53095 Route 25,Main Road Patricia Acampora o = P.O.Box 1179 cc Eric Dantes Southold,NY 11971 Robert Lehnert,Jr. �,y � Telephone(631)765-1809 Nicholas Planamento ��j �a Fax(631)765-9064 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD MEMORANDUM To: Mike Verity, Chief Building sp ct From: Leslie Weisman, Chairperso Dater January 2 .1,2022 li.E: Charl s;ard L s�, o ax - n _ . . ZBA#'7:0:83:::455`NorCti'View ID `ve;:Ori�rit; SCTM<'Na 1.0�0� s6--see:attachedaettex from;tl�e above-- 1.roferenced a. .lic�ntses in, anaxtensioi of variance ... pF. :g. . :. ..._,. ,,... vhtch expized on Octolier S 2020;in wsluch.the applicants:;expiam 'he're reasoiis,for the:expiration:ad;`' requesttliatan inspection be conducted o -their,property andahe approve d.improvementsao at they nay obtain aCertificate of Occupancy. I discussed this matter with the Board of Appeals at our January 20, 2022 Special Meeting.-and the Board members request that the Building Department schedule.a final inspection of the ZBA approved improvements to confirm compliance with all of the conditions of approval. The.Board further requests . that the Building Inspector,conducting the final inspection, acting as the designated person on behalf of the Board as required in condition#1,take photographs and send them to the ZBA office for distribution to',the Board members. Once the Board Members review the photographs and the Building Inspector determines that all conditions of approval are satisfactory, I will put a Resolution on the next available ZBA agenda for vote of the Board to approve the issuance of a Certificate of Occupancy by the Building Department. Thank you for your assistance and please let us know if you need any further information. t: jS�FFOI�c _. BUILDING DEPARTMENT- Electrical Inspector PGS':; TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Ol roger ra CD.southoldtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3/11/22 Company Name: Luminaire Electric Corp Name: Shawn Krueger License No.: ME-37665 email: Shawn LuminaireCor .com Address: 40-6 Aero Road Bohemia NY 11716 Phone No.: 631-345-9320 JOB SITE INFORMATION (All Information Required) Name: Manny Howard Address: 455 North View Drive Orient, NY 11957 Cross Street: Browns Hill Drive Phone No.: Bldg.Permit#: 3 92 3 ci (.�e email: Tax Map District: 1000 Section: Block; Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: U VL �-� PAYMENT DUE WITH APPLICATIONLM �- Pd _al MAR 1 4 2022 `"��r ��? T. Request for Inspection FormAs _ r ''SUFFOI�.r`'T BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 FAX (631) 765-9502 rogerr(a�south oldtownny.Qov seand aC�southoldtownny.gov APPLICATION fOR..ELECTRICAL INSPECTION ELECTRICIAN INFORMATION..(Ali information Required) Date: 3/11/22 Company Name: Luminaire Electric Corp Name: Shawn Krueger . License No.: ME-37665 email: Shawn LuminaireCor .com Address: 40-6 Aero Road Bohemia NY 11716 . . Phone No.: 631-345-9320 JOB SITE INFORMATION (All Information,Required.) Name: Manny Howard Address: 455 North View Drive Orient;.NY 1.1957 Cross Street: Browns.Hill Drive " Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section:-'. Block:,. Lot: q, BRIEF DESCRIPTION OF WORK(Please.Print Clearly) r^ U Circle All That Apply: Is job ready for inspection?: . YES NO Rough In Final Do you need a Temp Certificate?: -YES /,NO Issued On Temp Information: (All.information.required) Service Size 1 Ph 3 Ph Size: A #'Meters Old.Meter# New Service - Fire Reconnect - Flood Reconnect'=SerVice Reconnected ;- Underground - Overhead # Underground Laterals 1 2 H f=rame. Pole Work done_.on.Service? Y N Additional Information: 16 0 PAYMENT QUE WITH APPLICATION MAR 1 4 2022 Request for Inspection Form,xls _ PERMIT# Address: Switches Outlets GFI's �. Surface l ' Sconces HH'AI UC Lts Fans Fridge HW �✓ Exhaust Oven W/Dl Smokes DW Mini, Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service S pedal: C VU/4v Amps Have Used � � Comments. 42 J Scott A. Russell ,��°Su m STORIM[WAX]EIK SUPERVISOR z lM[A\lam A\G]EN[]EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 'fyhO Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ................. ............ ...... .... ..._..... .. .... . .... DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑Clearing, grubbing, grading or stripping of land which affects more [ B. Ehan 5,000 square feet of ground surface. xcavation 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. ❑Ej/b. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑�E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑©Installation.of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes .......... in-kind replacement of impervious surfaces. .......... ............. ._ ............ ............. ... ... ... If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: � 13 NAME: LA I, �S C �� rz a,mo Section Block Lot t . . ca{ r 1 FOR.BUILDING DEPAIII'MENT USE ONLY "" Contact Information: \1 C\ ` CA %�-i�' felephone Numher: Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: —[I/App,, - - - — — — — — — — — — — — ` �� ved for processing Building Permit. S LA-In �/ Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 YOUNG &YOUNG Telephone (631) 727-2303 400 Ostrander Avenue Facsimile (631) 727-0144 Riverhead,New York 11901 admin@youngengineering.com HOWARD W. YOUNG,Land Surveyor THOMAS C.WOLPERT,Professional Engineer DOUGLAS ADAMS,Professional Engineer ROBERT C. TAST,Architect ROBERT STROMSKI,Architect I DATE: �� t l HAND DELIVERED PRINT(S) / XEROX COPIES OF: SURVEY ® (? SITE PLAN I� D FEB - 1 2018 SUBDIVISION MAP FINAL ROAD & DRAINAGE PLAN TOWN OFSOUMOLD MAP � �''��� V OTHER WITH NOTE INDICATING NOT TO BE USED FOR TITLE PURPOSES WITHOUT LAND SURVEYOR'S STAMP TO: 3)U- A(:)Lai TITLE ON MAP: N0.4QS +tmLA MAP LAST DATED: OKAY TO RELEASE PER: HWY TCW DEA Planning Engineering Land Surveying August 3, 2018 Southold Building Department 54375 Main Road P.O. Box 1179 Southold, NY 11971-1179 1 re: 455 Northview Drive, Orient, NY 11957 Dear Southold Building Department, The ongoing construction of residence and in-ground pool is causing significant soil, gravel and rock runoff from the property onto the street. Is there any requirement for a reasonable effort to place hay bales or a silt fence to prevent such issues? It does not appear that there are any remediating barriers in place and it would be appreciated if you could kindly do a site visit and help these folks with advice during their substantial project. Thank you. D r� D Auc 6 2o�a _ TOS O - �1-73 HOWARD POOL HOUSE 455 NORTH VIEW DR ORIENT, NY 11957 a 455 NORTH VIEW DR CWB ' RCHITECTS 45 Main Street Suite 824 Brooklyn ORIENT, NY 11957 tv 11201 [P])7�R E,?q.i7007no [F]718 624 3232 www,cwb i rc h i tects.co m ABBREVIATIONS & SYMBOLS SITE SHEET INDEX - --- CONSULTANTS CIVIL ENGINEER -- YOUNG ft YOUNG 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 ARCHITECTURAL ABBREVIATIONS SHEET INDEX 631.727.2303 tmPyoungeng ineeringsom ABBR IDESCRIPTION 1ABBR DESCRIPTION ABBR IDESCRIPTION F_N0_j TITLE Et AND ENCL ENCLOSURE; ENLCOSED OC ON CENTER , T-001 PROJECT Et SITE INFORMATION --1T S€A , 0igl� ! E 1-OLITF- @ AT ENG ENGINEER OD OVERALL/OUTSIDE DIM G-001 GENERAL NOTES,WALL Et WINDOW TYPES A/C AIR CONDITIONING EQ EQUAL,EQUIVALENT OP'G OPENING ) ) HOLE A-201 PROP SITE PLAN Et POOL PLAN ACCOM ACCOMMODATE EQUIP EQUIPMENT OPH OPPOSITE HAND 0N - E, A-202 CONST PLANS:GROUND FLR,1S7'FLR,ft ROOF ACT ACOUSTIC CEILING TILE EX'G EXISTING OPP OPPOSITE Ely" g_46r1 ° A 3, f/03/117 A-301 ELECTRICAL:GROUND FLR,IST FLR,Et ROOF ADJ ADJACENT EXP EXPOSED PART PARTITION;PARTIAL ' ADJT ADJUSTABLE EXP JT EXPANSION JOINT PEO PROVIDED BY OTHER/OWNER) L r I 4,4' 0.T ' A-501 EXTERIOR ELEVATIONS AFF ABOVE FINISHED FLOOR EXT EXTERIOR PCC PRE-CAST CONCRETE i= ( -101 ST CTU L P NS: OU FLR,IST FLR,Fr ROOF ALT ALTERNATE FD FINISH DIMENSION PL PLATE f "' '� S-102 WOOD DECK FRAMING PLAN f ',.,, ALUM ALUMINUM FDN FOUNDATION PLANT PLASTIC LAMINATE /' � �F. ---�--�""""' (C'1;,,) 1 ANDD ANODIZED FF FINISH FLOOR PLAS PLASTER AP ACCESS PANEL FIN FINISH PLUMB PLUMBING APPROX APPROXIMATELY FIX FIXTURE PLYWO PLYWOOD 0'&N' SILT ARCH ARCHITECT;ARCHITECTURAL FLG FLASHING PNT PAINT/PAINTED ASPH ASPHALT FLR FLOOR(TNG) POL POLISHED BB BASEBOARD FLUOR FLUORESCENT POS POSITIVE BC BUNDLED CABLE F.O. FACE OF PRELIM PRELIMINARY $; BD BOARD FP FIREPROOFING PVC POLYVINYL CHLORIDE BEY BEYOND FPSC FIREPROOF SELF-CLOSING R RISER r- g BIT BITUMINOUS FR FIRE RESISTANT R/A RETURN AIR `= � « •" ° '"p' � � �� �' BLDG BUILDING FS FINISH SLAB RAD RADIUS; RADIATOR s p` �, - €�: I BLK BLOCK FT(') FOOT;FEET RCP REFLECTED CEILING PLAN BLKG BLOCKING FTG FOOTAGE; FOOTING RD,RND ROUNDy. _ _ .,_. z. ° -, �r ' BM BEAM GA GAUGE RECPT RECEPTACLE B.O. BOTTOM OF GALV GALVANIZED REF REFER TO;REFRIGERATOR BRG BEARING GC GENERAL CONTRACTOR REINF REINFORCED p��>„�,J s Yr,, •• � �A , BTW BETWEEN GO GROUND REQ'D REQUIRED CAB CABINET GFI GROUND FAULT INTERRUPTER RES RESILIENT t ` CBB CEMENTITIOUS BACKER BOARD GL GLASS REV REVEAL « "' _. - [� .� �` $ °""cw NYS ENERGY CODE EXEMPTION CDR CEDAR GWB GYPSUM WALL BOARD RM ROOM - -- ------- I fwx . 2. CEM CEMENT;CEMENTITOUS HD HAND;HEAD RO ROUGH OPENING CFM CUBIC FEET PER MINUTE HDR HEADER SBO SUPPLIED BY OTHER �^� • CHR CHROME HDWR HARDWARE SCHED SCHEDULE s01 NYS REQUIRED ENERGY CODE EXEMPTION y ..' ��� bow /:1 ,•. p t c++ CENTERLINE HT,HGT HEIGHT SEC SECTION �' '��►` w � �, C, 101.5.2 LOW ENERGY BUILDINGS. CIP CAST-IN-PLACE HM HOLLOW METAL SIM SIMILAR '"- ��,� -�•, • t <ma. I CJT CONTROL JOINT HORIZ HORIZONTAL SOF SOFFIT `" ca; „` ' ', ,r- '~ THE FOLLOWING BUILDINGS OR PORTIONS THEREOF SEPARATED FROM THE REMAINDER OF THE BUILDING BY CLG CEILING HR HOUR SP SPRINKLER ! °` ;:t ' - - _ �PO� �w_ EXCAVATE AS REQ'D FOR LOCATION OF NEW SEPTIC BUILDING THERMAL ENVELOPE ASSEMBLIES COMPLYING WITH THIS CODE SHALL BE EXEMPT FROM THE BUILDING CLR CLEARANCE) HVAC HEATING,VENTILATION Et A/C SPEC SPECIFIATION;SPECIFIED j ►�? r< "�" O/ - ,' SYSTEM,SEE ENGINEERING DRAWINGS i �'.�`"~ �; F'�<� �. �, ..r `� ! THERMAL ENVELOPE PROVISIONS OF THIS C[DE. CMU CONCRETE MASONRY UNIT HW HOT WATER SQ SQUARE ! }-xQy "'~ NEIGHBORING DRIVEWAY TO REMAIN ON COL COLUMN IN(") INCH SS STAINLESS STEEL .P Xe �r'#�� ` T d p ,� PORTIONS OF PROPERTY AS SHOWN 'w, 1.BUILDING SPACES WITH A PEAK DESIGN F 4TE OF ENERGY USAGE LESS THAN 3.4 BTU/H PER SQUARE FOOT OR 1.0 r' E.?� E OLS COMBO COMBINATION INCL INCLUDED; INCLUDING STL STEEL j may-• - "' 4 ;� r- r �� yC WATT PER SQUARE FOOT(10.7 W/M2)OF FL;OR AREA FOR SPACE CONDITIONING PURPOSES. CONC CONCRETE INSUL INSULATION; INSULATED STR STRAIGHT CONST CONSTRUCTION INT INTERIOR STOR STORAGE 2.BUILDING SPACES THAT DO NOT CONTAIN.ONDITIONED SPACE. CONT CONTINUOUS JT JOINT STRUCT STRUCTURE; STRUCTURAL a+ a �! " z; ;�• G --- RELOCATE LIGHT GRADING AROUND LF;C OUSEWITH NEW COORD COORDINATE L LENGTH SUSP SUSPENDED CP CENTER POINT LAM LACQUER T TREAD CPT CARPET LAM LAMINATED; LAMINATIONS TEL TELEPHONE PROPOSED POOL PART OF SEPARATE CT CERAMIC TILE LAV LAVATORY TEMP TEMPERATURE/TEMPERED `� 04 i % :54 .^---_�. -' \ APPLICATON;SEE CONSTRUCTION PLAN FOR AREA TABULAR ENERGY ANALYSIS CTR CENTER LIN LINEAR TftG TONGUE Et GROOVE €�, ' � j ,� ,, b OF EXCAVATION FOR NEW POOL,POOLHOUSE,AND 1p - `` .. ,_::...� \ PAVED AREA REFERENCE STANDARD-2016 NEW YORK Cl Y ENERGY CONCERVATION CODE CW COLD WATER LCC LEAD COATED COPPER THK THICK;THICKNESS Mp1N` < ... -„ +iQ3.;::: - CSR � i� �`,`•',,-1=: - _<_.,�--�_.`E;.' E CWR CLEAR WESTERN RED CEDAR LT LIGHT TLT TOILET 11� �` ` REMOVE IXG TREE; FULLY REMOVE STUMP AND CLIMATE ZONE 4A D DEPTH;DEEP MAS MASONRY T.O. TOP OF _ S `� ROOT SYSTEM. 1 5 t< p�104� rr. - •• ' 5"("• REMOVE IX'G STEPS AND LANDING AT MAIN DEG O DEGREE MAX MAXIMUM TAS TOP OF SLAB $; �; pp4ti�N��S� �, + �.. �`+' HOUSE (2)STORY POOL HOUSE DEMO DEMOLITION MECH MECHANICAL TYP TYPICAL / '� DEPT DEPARTMENT MEMB MEMBRANE UNO UNLESS NOTED OTHERWISE `2 REMOVE PORTIONS OF EX'G DRIVEWAY AS SHOWN DIA DIAMETER MFR MANUFACTURER VB VAPOR BARRIER ' ;I' �� 1 - -a ' �' < AND IXG NORTH RETAINING WALL WORK ITEMS PI'.OPOSED DESIGN VALUE . _ \ OF THE LAMPS IN DIAG DIAGONAL MID MIDDLE VCT VINYL COMPOSITION TILE Yq .`, / 1vw; y. � EXG HOUSE REMAIN,PROTECT THROUGHOUT AiJIINIMUM OF 75% DIF DIFFUSER MIN MINIMUM VEN VENEER "' {. CONSTRUCTION. INTERIOR LIGHTING PE9MANENTLY INSTALLED LIGHTING FIXTURES DIM DIMENSION NIISC MISCELLANEOUS VERT VERTICAL _ n 1` - sGo 2 �; / WILL BE HIGH-EFFICACY LAMPS OMPR DAMPER NILWK MILLWORK VIF VERIFY IN FIELD Y< ��. rJ:>.CI ON DOWN MGMT MANAGEMENT W WIDTH I-$ a � � � "a[ I f ,A NOTES: CODE-PRESCRIBED VALUE ft CITATION OR DOOR MO MASONRY OPENING W/ WITH ° 1)ALL SOIL A MINIMUM OF 75%OF LAMPS IN PERMANENTLY INSTALLED OTL DETAIL NIRGWB MOISTURE RESISTANT GWB WC WATER CLOSET �y ' PAVING,AND POOL HOUSESHALL BEASAVED ON SIDE AND USEDFOR LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS(PER DW DISHWASHER NTL METAL W/D WASHER Et DRYER p� 4 � $' ': „.” 9 GRADING OF UPPER LAWN AREA NORTH OF EXISTING HOUSE I / 1r l SECTION R404.1 DWG DRAWING NIC NOT IN CONTRACT WO WOOD m� 1 ) A 1� � � 2 EE CIVIL EA EACH NO(#) NUMBER WIN WINDOW "' .: z=i. 112 $ r 96, ►S C ENGINEERING DRAWINGS FOR REMOVALS REQUIRED FOR '� NEW DRYWELLS 1Q " ~'~ 09.04.2018 DOB AMENDMENT ELEC ELECTRICAL NOM NOMINAL WPF WATERPROOF S✓ 17 ..E t 2.tr ELEV ELEVATION NTS NOT TO SCALE WPM WATERPROOF MEMBRANE d i 12,E j 1t , ,��d 04.11.2018 DOB FILING ENTER EMERGENCY OA OVERALL W/0 WITHOUT 9 \¢ X' i• •� REV NO DATE ISSUED TO vex vz C� ARCHITECTURAL SYMBOLS LEGEND g - ?'" , � , I " >' ¢ , 10114 . .- PROJECT NORTH SYMBOL DESCRIPTION SYMBOL DESCRIPTION ROOM L".'p & 1 F a f> ' o ° `k o• '" t ti� �'j q ° w NAME ® ROOM TAG:NAME,NUMBER,fr AREA O SECTION REFERENCE: _ -•'- • '" +�y w",�`d �' ° < g Y N "eo,z t SF A0.0 DISPLAYS DWG NO Et SHEET NO 1', ��, [. r �� ss � p �, $, , «:k� .' ='° r # ' ;... HOWARD POOL HOUSE EX'G CONSTRUCTION ; � �' Cs s ` ; 455 NORTH VIEW DR C---_ ------_I EX'G CONSTRUCTION TD BE REMOVED PLAN DETAIL REFERENCE: ' °W $ `. ,0" , OS.1 < .. �' ORIENT, NY 11957 DISPLAYS DWG NO ft SHEET NO s .` o '`✓P NEW CONSTRUCTION C• ..�: .. ,r .2" ' •.y I 8<.w,a � ; s'm.*a .r'k,e� ``;-4S gdf,'.r'f/y � � �y✓ ...f"-"' / e[�sti��� L ,,.., .°>..r.' �a t„`*J '� inn f; NEW CONCRETE CONSTRUCTION O OVERHEAD INTERIOR ELEVATION REFERENCE: '& �3. ,rte'' a.:�'` }'.'�"�� 040 A0.0 0 DISPLAYS DWG NO Et SHEET NO -��rNI `� PROJECT & SITE ------------------------- HIDDEN BELOW --- `--- CENTER LINE 0 '� " , f . DOOR TAG: =� ° ,r INFORMATION 000 REFERS TO DOOR SCHEDULE ` ."m 1` + -� "" O as f� ` %/ s r°' y �. EX'G DOOR WINDOW TAG: i 000 REFERS TO WINDOW SCHEDULE .4 A AOOOA OBJECT TAG: r" -7� SEAL AND SIGNATURE CWB PROJECT NUMBER O v YYY✓✓✓ REFERS TO SCHEDULE OBJECT NAME ��RED qRc 0649 NEW DOOR R. h/ DRAWN BY WALL TYPE INDICATOR °,,..••-'`' , C? ��P 0 DETAIL REFERENCE: a c SXN A0.0 DISPLAYS DWG NO Et SHEET NO TOS ELEVATION DATUM Vs * REMPAOBY I +� SPOT ELEVATION a~ o 20�� S� ti43 1 JTB REVISION MARKER S �T X25312 Q , '� SHEET Ac 6 y� H(3EXIT LIGHT STAIR REFERENCE: gra+ @ ,E o UP >. i? O� NF� R 0" DISPLAYS RISER Er TREAD INFORMATION r,.,.�� �'*T.�a.� �• 01 OF 07 T@0 '" F1 L UjI EMG SITE PLAN .�.•t T �, �� SHEE4NUMBER 7 ysl Y� EMERGENCY LIGHT SCALE- 1:400 ■ T- 001 CVVB5.RCHITECTS O = MONUMENT 51!T ■= MONUMENT FOUND = STAKE 5ET = STAKE FOUND 0= PIPE FOUND O= PIPE SET TEST HOLE as is > N N BY MCVONALD GEOSCIENCE 6i! DATE. OI/o8/i9 F 0 EL-104.q 0.0' g m rd 9 DARKBROWm� o LOAM y (OL) g I r 1.01 $A w -®- E GREYISH BROWN SILT �$ ■ \tir ` tU,� IML) 90 Ir \ �0tl � , 0 \\�.�i � 8.01 p y, 78.2 PALE BROWN 7.5 `\ SILT S \ \ Et76E OF BEACH MQ �> 4 � 82- B GRASS \ 14.0' 5!&g E BROVN 84- BEACH \ SIILTY SAND Ag GRAS \ AND SANDY 86-B7.1+ (p SILT m i 88 --1 PROPOSED \ (SM 4 ML) 9 Q / so.s -so_ O FENCE \\v FENCE OSR - -\ PALE BROWN o b\`G IO � 9Z �_ \ FINE SAND ��. + 9A 92.8 L.F.N5 \ \ 15PJ m 92.5 FR;VdGkl +94.5 7. -- - --------- rn q \d HIGHEST EXPECTED m 9 / PROPOSED �y GROUNDWATER EL-5.0 ss.s �i _ _ ro \SANITARY SYSTEM \ �/i 9 • - ,9g' 8'121A.x WED.POOL \ '3 .o (FOR POOL BAC 01ASW S 98.B p1A•" L.F.0#4 0/i ��0 99.4 �p.1-P i T/6=102.2 9 v'� \ 6j 8 � Via P PROPOSED yrt o + -102- \LONG.PATIO W I k• i t � � z GAYS ,p +123 E FRI EXISTING SANITARY SYSTEM To °6 S @,,y ` �^� t 1 ° 0 u OS / b9N BE ABANDONED IN AGCORDANGE C / Vy" -�PF�POpL a, WITH S.GD.H.S.STANDARDS •�j,0 y og Q u` 104.2 0' U L.F.st4 9� /O \ 1� I '(31104.2 �5• s O T/6=103.'i @i� /COY \ c�i� J PROP \d PROPOSED SHED �/ \\ Elio 1 I STORY FRA FOR POOL EQUIPMENT / IPOOL HOUSE 105 Zs•0 ,os 05.0 c POSED DECK 4z^ i •- G� O N � � �� : as S �g p S \ 1e*111o.s1. -16 .+ /P ' ag:eg, 1Aa.3 i Q 109.5 1$ O O S I O 111 C .� 127.2 }? Ol, PROPOSED DRIVEWAY .9 L 1os.s w 1os.0 105.0 Ts a m"� cFL O O,, - Y03. O m �S \S��• m ���� 105:9 L6'0 ` SERVICE AATER yW `�"pp w 04.0 EXISTING DRIVEWAY • WIRE FENCE1 2 N 09""C1 •' 102.4 00.7 / 96.3 TO BE REMOVED � FFL 114 // Xq 112.4 FFL / d02. lOJ ryy. mry. 0 10.3 g2 o q r a 112.5+ ,, L-�A'L-� i.r ni v..N9 H Gtr fi.61, :% r: C,�Hoj L„-'��''++�•yA 91•"��°'� I• � �`�.'� / r �( a7(3 •/ � �w� ♦�F•�n_,p_�0 fir; A. 4 q U1ir o do laA F effigy Ct( , ,FIL:'+'2a�i, a ` '� /�1 • I �� / � dm tea.:'; Ji ''y93.2 �V, +7, m m G' B i aA` •n f ,,'�q u=;�rs pp va.A. Q O� 1 .IiP' .tag �i;,atl[,�a il-�c.,>�•.3 Ilud t1 &3�,11���� `� / /1 95. mtl 90.107.3 �� � 98.4\+V / 5.7 - - �- -- -- -�-fP DECK i '��, / /9e/6� / / / /s.s +85.8 j/ '0\9 ] \ HEALTH DEPARTMENT USE ,D 6 �`� / / a�/L / //e / ., T'i �:_;.! '::r,ti'a!'f':'F`,I" a ;:. .'n,r• 4 1 rp(� -q, / C� f:....• if f: ,i.t...!" ,t 1.. o.J lw'.�4 'a�. t�s.3 O, `\ / '/ 5.6 96.9+ / IQ+ U"C�6 A 1\310 es.6-'u - i " :�iiexIst„1 ��5 1 �i'�SfSteIn, �a27.i,2 b....:....:..:...:.....:......... 7.0 / ° _� wil Si �:12'1�••r„i.^Y4 :'r.--rrr<: e, E7 m :.�.•• ,,., ._:,ii. ZQl :.., ��!� � +/86.9/ rYis..p_ar,.o.,..! jHNG- .. :•,,,,,,.m.,1 SITE DATA mA �^• AREA = 1.2404 AGRE5 OR 54,051 50. FT. >$ __ i t [• ,., __,.. y:':y'S?- :1. 7:' ^m e' .y}��� G��Cf� �pC • VERTICAL DATUM = N.A.V.DATUM(1488) gz u:.,r:•r.,....,., V G ..,.,.._..................-..-..,.„,,,.,W,........,,w• .,....... �\� 68055 FLOOR AREA �m P EXISTING HOUSE 4 GARAGE - 2,283 50.FT. PROPOSED POOL HOUSE = 548 SQ.FT. m SURVEY FOR 400 Ostrander Avenue,Riverhead,New York 114101 tel. 63123y fax. 31 g l44 9mxm cidmln® oungengIneerln .com 0HARLLr5 E. H0AARD4 0*44 4 puq L I SA RYAN HOAARD g Howard W.Young,Land Surveyor at Orient, Town of Southold $� Douglas E.Adams,Professional Engineer H Thomas G.Wolpert,Professional Engineer Suffolk County, New York Robert G.Tast,Architect BUILDING PERMIT SURVEY tm County Tax Map District 1000 Section 15 Block OI Lot 92 = c,Oy kmg� SURVEYOR'S CERTIFICATION FIELD SURVEY COMPLETED JAN.04,2oI-7 �) MAP PREPARED JAN.06,201'1 m Record of Revisions y B OF NE RECORD OF REVISIONS DATE No 1V )'O 0� ADDRESSED Se-DHS NOIGA APR 04,2018 tri i ADDED 5WMG DATA AUG.23201"! ZSA COMMENTS SEP. 14 201"1 =� 4. AMENDED BUILDING PERMIT DATA NOV.30,201-1 y Tfi' = lr r; ;: 4 _tiJ Z'd SGDHS NOIA JAN. 12,2018 > W -�L V'' 500 100 25 50 13 Scale: 1" = 50' o 589 HOW95 ARD W YOUNG,N.Y.S.L.S.NO.458 \,'h JOB NO.2016-0185 A g .\i - c. DWS.2016-OIW-bp I OF S wg r, s' PLO :dac PLOT DATE Jan 15, 2018- 1:03pm DWG FILE: R:\2016\2016-0185\dwg\2016-0185.bp.dwg DRA~,I NAGE DESIGN GRI TERI A 4 CALCULATIONS POURED CONCRETE ;v INVERT V = A R 0 A = AREA OF TRIBUTARY (5.F.) R = RAINFALL (FT.) G = COEFFICIENT OF RUNOFF INLET 85 L.P. #1 L.P. #4 STEPSg� DRIVEWAY = 3,004 SF X 2/12 X 1.0 = 501 OF ROOF = 1,234 SF X 2/12 X 1.0 = 206 GPS GRASS = 1,7760 5F X 2/12 X 02 - 59 GF GRASS = 5,510 SF X 2/12 X 02 = 186 OF VOLUME REQUIRED = 560 OF PATIO = 931 5F X 2/12 X 1.0 = 155 GF OUTLET VOLUME REQUIRED = 541 GF g o VOLUME PROVIDED �y USE(2)V DIA.X 1'DEEP DRYWELLS = 591 OF VOLUME PROVIDED mg USE(3)V DIA.X V DEEP DRYWELL = 160 OF ACCESS OPENING G.I.FRAME 8 COVER- I,°•F, #2 CAMPBELL FOUNDRY PAT. ROOF = 845 SF X 2/12 X 1.0 = 141 GFNO.IOO1G,OR EQUAL. FINISHED GRADE VOLUME REQUIRED = 141 GFE ALLOW 3"FOR FINAL VOLUME PROVIDED GRA55 = 1,262 SFX 2/12 X 02 c 242 CAST TIOP `4 ADJUSTMENT �g ' USE(1)V DIA.X 4'DEEP DRYWELL = 169 OF VOLUME REQUIRED GF -T-- _ VOLUME PROVIDED 5" SEALIBUTYL G H IQ L.F. #3 USE FRENCH DRAIN: RUBBER ROOF = 1,163 5F X 2/12 X I.O = 194 OF VA x 250 x 105'L x 0.40 = 315 GF PRECAST 9g RISER STEP VOLUME REQUIRED = 194 OF zz g 5g VOLUME PROVIDED N USE(1)8'DIA.X b'DEEP DRYWELL = 253 OF m 1GLASS A CONCRETE PRECASTMAIN T •' INVERT SHALL BE 84 BASE9 CAST IN PLACE IN v T ' THE FIELD. =8 2 ?s co ''•.y;'•a'•'• LOCK JOINT <F �— FLEXIBLE SLEEVEHOUSE 8 4•DIA PVC 4°DIA PVC 4"DIA PVG TYPICAL SANITARY SEWER MANHOLE >o PIPE a 2.00% PIPE a 2.00% ,PIPE a 2.00% NTS $ FINISHED FLOOR 41 29' 41 EL�II42 G.I.GOVER �z EL•IIIS G.I.COVER �� EL.1105I EL-110.0 $g G.I.COVER 4 EL-105.1 999§ 19'OF 4'DIA PVC, PIPE a 2.00% G FROM POOL HOUSE IE•99.9 g IE•100.5 a FOUNDATION g MANHOLE I MANHOLE 2 MANHOLE 5 0 28'OF 4" PVC, PVc PIPE•2.00%TO ST IE=1015 IE=101.4 �� IE.100.0 IEeIOO.T IE•99.9 IE•99.8 �� 4.00' 4.00' 4.00' �v POURED CONCRETE FINISHED GRADE IPE I 1.00% INVERT(TYP) " F.T.COVER 21' A EL.IOIb ELeIOIApp EL--10-0--0 �KS nIJ y ❑ LJ . 2 MAX I I I'MIN. $� 2'MAX' �z �o —20.00' y m 28'OF 4°DIA PVG IE=992 I $ta PIPE a 2.00%FROM MH3 050' FLOW LINE IE=98."1 IE•985 tl 033' 9 0 (2)LEACHING POOLS I REMOVE UNSUITABLE MATERIAL a N I (400 S.F.SYVAJ ILL WITH GLEAN SAND t GRAVEL HYDRAULIC. PROFILE I (OVER DESIGNED) I NTS f_ 0.00' 1 EL.90s g HIGHEST Z �7 1,500 GAL.SEPTIC TANK 8.00' GRouND WATER ;a S'^ (OVER DESIGNED) — — — _ EL.3.0 4 F HEALTH DEPARTMENT USE 9 R 8pas � SITE DATA 4 AREA = 1.2404 ACRES OR 54,051 50. FT. • VERTICAL DATUM - N.A.V.DATUM(1988) r.� • GROSS FLOOR AREA m A EXI5TING HOUSE d GARAGE = 2,283 50.FT. PROPOSED POOL HOUSE = 548 50.FT. R �5 �m z �o SURVEY FOR p 400 Ostrander Avenue,Riverhead,New York 11901 tel.631admi2303 fox. gen651.121.0144 ari CHARLES E. HO1-, A � 4 admin® oun en Ineerin .com j/rf� e� ouq LISA RYAN HOWARD 00 Howard K Young,Land Surveyor at Orient, Town of Southold e Thomas G.Wolpert,Professional Engineer Suffolk County, Naw York Douglas E.Adams,Professional Engineer = Robert G.Tost,Architect BUILDING PERMIT 5URVEY tA� County Tax Map District 1000 Section 15 61ock OI Lot 9.2 o ti tr0A SURVEYOR'S, CERTIFICATION FIELD SURVEY COMPLETED JAN.04,2019 gm MAP PREPARED JAN.Ob,2011 pO Ivi; Record of Revislons �8 +' RECORD OF REVISIONS DATE Rig �q• ADDRESSED 5GDH5 NOIGA APR.04,2011 21m ADDED SWMG DATA AUG.23 2011 �> ZBA COMMENTS SEP. 14,201 AMENDED BUILDING PERMIT DATA NOV.3O,2011 { ✓ y JI 1 Sr DHS NOIA JAN. 12,2018 c � 8� Seale: N.T.5. o HOWARD W.YOUNG,N.Y.S.LS.NO.45898 a,;, ' / JOB NO.2016-0185 �> p _ ''! DWG.2016_0185Jop 20F B PLOTTED BY:dac PLOT DATE Jan 15, 2018 - 1:03pm DWG FILE: R:\2016\20160185\dwg\2016-0185-bp.dwg f9 of 76.2 N \\Ly 7.5 EPEE of BEACHORASS g ' 8 82- g 84- BEAOH o OABr IRON FRANEACOVH1 ' g A CAWBELL FOUNDRY,PAT.NO.113070 / 687.1+ In o OR APPROVED EQUAL ON .2 -88- -- FORDRARUOE INLET UBE MBPEarION POOL ONLY. \ / / PROPOSED mg OAST O'tON FRAME AOMTE 0 / w O CAMPBELL FOUND PROVT.N0.7811 PRECAB18LABAETETRAFFlC / -h* FENCE o oRAPPRov®Eauu �CEMEx OR ar l 90.5 _FSE ° L APPROVED EQUAL /'CE6E T IAT ONBI2 I-a�•-I ��• +92.8 L.F.#5Bdilt`Isa TEMPORARYg STOCKPILE AREA Ay .PIPE .\ ♦ / PROPOSED 96.6 \SANITARY SYSTEM PRECOWOONORETEDPAIN / V DIA.x 4'E,D.POOL APPROVED EQUALSUFFOUKOEIMNYGR �.0 0 ♦ (POR POOL BACKWASH) o \ _ �i i LAF.OLE #4 � 98.8 � 9'9tA`'% �:�r i r�� L.F.M4 �$ 99.4 0 Lp / T/6=102.2 g e,' PROP05M \CONC.PATIO m Jt ,wk 1. + 102- 4�D � `- A �x 2 ,ypa- 1 p ,� -+t1�03 LEACHING POOL ° y CE EXISTING SANITARY SYSTEM TO o NTS0 3P� p�- / �,yp b'W BE ABANDONED IN ACCORDANCE m� `p�l. a WITH S.G.D.H.S.STANDARDS o WOVEN WIRE FENCE 104.2 $ T L.F.aro FILTER CLOTH FENCE SILT b 9 T/6=105."1 z g PROPOSED SHED UNDISTURED h DISTURBED PROPOSED FIRAED ` FOR POOL EQUIPMENT I STORY PRA AR£! flow AREA POOL HOUSE 105 / ���' ,0 05.0 R�OSED DECK 8 Q / s s g SECTION \ ->>� ��'05 8.5 05' - S LIMIT OF X10 .2 4 >� -� 1 MN1110, +�f 1 66g' �1'a.3 o 41 qOq 90. PT. $ I--e.00'� 109.5 I 111 1 107.2 V- Jl PROPOSED DRIVEWAY o� 109.8 / N 105.0 g *i- � 105.0 ..Tfrl �: i.•.:S• C': FILTER W�;�,t i21L2.4 ?• 111 �""'CFL CLOTH 107.9 -f F C;i: :•';10'P,:M1.r••;N.::1" " PROPOSED I�fd'� 105.1 06.6 `:i`• :>v..• -:'�5.,{i •Y1 Com" 04.0 �4� EXISTING DRIVEWAY Ec -T- TER SERVIWIREFENGE 5 11 �(9 1g�OpA0t'1) •' 102.4 .7 / 96.3 TO BE REMOVED R� 1 4 cz j WOVEN WIRE FFL 112• FFL / // f FENCE L.F. 1124 d d0 102.1.1 // g ELEVATION p 0. / y h 0h 10.3 SILT NT11 112.5+ '� /6s• 50' ti� \, y`� , ,/+101/4 43 MIN. >° Y. try♦ J I I,YY�/ ' �� EXISTI95. &ROUI STONE PAVEMENT 2' S./ EXISTINS PAVEMENT 0_ `� // / �o �� / ►'1� ®iis /IX \ / 107.3 X z_ MOUNTABLE BERM \� 98�i / / 1 5.7 FILTER CLOTH C9 (OPTIONAL) 'ROPOSED DECK / �`N / i9 6� / 1 +85.8 y PROFILE / s.s 100. ``�\/ �9 9ai / /67. /1 M� I /�/��ry� BB. j� pP� �o TTIOlt 96.9+ / .0e w la loe EXISTING ,ia :0 GOA PAVEMENT GROUND . ;g'XA�t51 t +86.9,-1 SATE � �..'�•.• s G PLAN Z \ A zo GONSTRUr TI ON NOTES _ L,y I. STONE SIZE-U5E 2"STONE,OR A RECYCLED CONCRETE EQUIVALENT. gg 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 S' FOOT MINIMUM LENGTH WOULD APPLY). 12 3. THICKNESS-NOT LESS THAN 6". FIN. GRADE 4. WIDTH- 12'MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE IN&RE55 OR 8^ EGRESS OCCURS. 4" 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACI1,16 OF STONE. $ 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON5TRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING I5 IMPRACTICAL,A FILTER FABRIC ;ae MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC,RIGHTS-OF-WAY.ALL SEDIMENT ma SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. I�T-0" y= 8. PERIODIC, INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(7) 2" TO 3" STONE g= CALENDAR DAYS. STABILIZED CONSTRUCTION ENTRANCE FRENCH DRAIN NTS NT5 Aj Oo SURVEY FOR gig 400 Ostrander Avenue,Riverhead,New York IIal01 y tel.631.727.2303 fax.651.727.0144 p I 'wI p admin®youngengineering.com CHARLES E. HOAARV 4 �m 044 4 0� LISA RYAN HOAARD � 42 Howard W.Young,Land Surveyor at Orient, Town of Southold Thomas C.Wolpert,Professional Engineer Suffolk County, Neal York Douglas E.Adams,Professional Engineer BUILDING PERMIT SURVEY Robert G.Test,Architect 5TORMNIATER MANAGEMENT CONTROL PLAN g tp> County Tax Map Di.trld 1000 se0tlaa 15 Block OI Lot 9.2 o W' �0 SURVEYOR'S CERTIFICATION FIELD SURVEY COMPLETED JAN.04,201-1 g MAP PREPARED .IAN.06,2017 $ - y Record of Revisions �a RECORD OF REVISIONS DATE go /r�t\� ��O y1/ •ee {T),� ADDRESSED SG1'JFIS NOIGA APR 04 201"1 0> !- ADDED 5WMG DATA AUG.232017 Z13A COMMENTS SEP. 14,2011 0� AMENDED BUILDING PERMIT DATA NOV_30 2011 >� J ^ T l ,.��`,,•` ..�P �! E ` SGDHS NOIA JAN.12,2018 $m S0 O 25 50 100 ei HOWARD W.YOUNG,N.Y.S.LS.NO.458dE3,\` w m- °�`�t. ` JOB DWG.NO.2016-0185 2016_0165bp OF 5 PLOTTED BY:dac PLOT DATE D�, 2018 - 1:03pm DWG FlLE: R:\2016\2016_0185\dwg\2016_0185-bp.dwg OF Y,P t- €v 76.2 N F Y � % 7.5 g� B EPOE OF BEACH DR/VINA6t: ` � Fl/ 82- PiPC • /V - 6a- BEACH � - S �$ mess .CAMPBELLF DRY,PAT.COO.I007C / 887.1+ ORAPPROVED EQUAL ON .2 -66-- ` N I �y FORDRANIAOENRPrUBE INSPEOnONPOOLONLY. 1\O�/� � PROPOSED m$ CAerNeoNFRAA+EAORATE I / FENCE o CANPSEL FOUNDRY,PAT.NQ%17 PRECAffr CONCRETETRAFF1 ;O/ 9O.S �90� In O !p^ oRAPPRovmEaua BBEAFLNGSLABASU CEMENrOR13Y O ( FENCE ° w APPROVED EQUAL. O� ' �NeN"tURP A4Y1 D8? �E6ETATION BU�F EFtgV' +92.8 L.F.#5 9 90411 \ O E> TEMPORARY 5 s3 '1 -- - --------- \ STOCKPILE AREA g DRDurARouxo z OMRE PIPE / 96.6 PROPOSED _ \SANITARY SYSTEM y Iq �Sr�'EDRAN 8 . S ��9e� 8'DIA.x 4'E.D.POOL �o SUFFOU(CEMEFfr OR ` .0 / �++++��� (POR POOL BAGKINA-1W APPROVED EQUAL "JB.O - 'Z ° \ �1 8 N o i / LA6,POLE $ � 96.8 p\A•% iG I�,.�I�� L.F.#4 ��+ 99.4 T/6=102.2 $� H' PROP05M �z \GONG.PATIO e E I aw¢ VyA i T` -102- p 2 bpd.S �p +103 GE EXISTING SANITARY SYSTEM TO o LEACHING POOP ° 1� OS�D / ti l b'W BE ABANDONED IN AC<AMANCE N A , WITH 54.D.H.S.STANDARDS =1wovEN WIRE FENCE `st oa.z o' $ L.F.04 9SILT E T-U� ILTERCLOTH FENCES �5• s T/6=105.9 g$ PROPOSED PROPOSED SHED UNv15TUREv FLOA AREATIIRBED I STORY FRP. Q 05.0 \ FOR POOL EQUIPMENT 8� AREA POOL HOUSE 105 ZBAa 'o PRKOSED DECK s tb 8.s ,1 6\. os.b° a LIMIT OF �G g SECTION i" > t s.s 110 .z d DISTURBANCE T- / 1 n o. f a. �1 .3 0 141F 41061 50. FT. _ 5.00'� 109.5 i ° �, .C'°�G 1�4. to7.2 A PROPOSED DRIVEWAY 109.8 q 105.0 z 105.0 "i+ r ;a•_i :N :.f.ti ; '� L1� SD FILTER 4 �GFL .100�� ? .� .',y-tti :+v':r.i':';%;..'.'�t:;�ry.'.•. 'y - .,pyo..., CLOTH 9' X12 171.5 X03. y�OR - 107.9 PROPOSED °6.6 - },.;:4• s.:?��r ,,.,,. n g'WO`+'"014) �, 1000 04.0 EXISTING DRIVEWAY TER SERVICE 1 TO BE REMOVED �•,�... i .�:y.;..,:.'.j,.�::�:a.x:. 4S WIRE FENCE 4 114.2 .7 / 96.3 `z P 11 4, \1 t, FFL 112. FFL / YNBd WIRE L.F. 1124 7 O 0 FE 1 1.1 �Q ELEVATION ryp' mry . 0 10.3 SILT^FENCE 112.5+ 50' /I j`, //+101/4 97x3 MIN. V}O EXISTING STONE PAVEMENT 2' EXISTING '� t� GROUND Sj_ PAVEMENT �• // /�� ss t S ,., / 100.,3,\ so. 1 �� 107.3 / X .� 1.1 111 �P. f 3'+ •. 98.4+ z MOUNTABLE BERM ` $� / / 11 5.7 FILTER CLOTH (OPTIONAL) 'ROPOSED DECK / '�. i9 / / 1 +6s.e NIS PROFILE 'U' / / /� 5.5 100 \, j• if �o' 87.50, - MN. i � ////� /�8B �pT / / 5 o T. SE.6 m 96.9+ EXISTIN :. M, ' ' ;:`' .•JV11.N,',: EXISTING G '•�' ,•• ::•••: ,..`"..:.".;:.'::::mi:,,'....=:.,,.:•;;�., �.•.�.`':''' 7.0 +86.9/ U \ sz y PLAN Z $ _' ZA CONSTRUCTION NOTES -1j I. STONE SIZE-USE 2"STONE,OR A RECYCLED CONCRETE EQUIVALENT. g$ 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 50 $ FOOT MINIMUM LENGTH WOULD APPLY). 3. THICKNESS-NOT LESS THAN 6". FIN. GRADE m� 4. WIDTH- 12'MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE IN6RE55 OR €w EGRESS OCCURS. 5. FILTER CLOTH L-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION c ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A FILTER FABRIC MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 04 �PREVENTTRAGKING OR FLOWING OF'ALL EDIMENT BE I ONTO PUBLIC RIGHTS TION 1611-1101-1 I LL OF-WAY.ALLSEDIMENT c m A 5PILLED,DROPPED,WA51-1E2,OR TRACKED ONTO PUBLIC RIGHT5-OF-WAY MUST BE REMOVED g IMMEDIATELY. 8. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(9) 2'I TO 31 STONE $� CALENDAR DAYS. o STABILIZED CONSTRUCTION ENTRANCE FRENCH DRAIN NTS NTS 0 SURVEY FOR AA. 400 Ostrander Avenue,Riverhead,New York 11901 tel.631.929.2303 fax.631.129.0144 admin®youngengineering.com CHARLES E. HOWARD 4 �x L 15A RYAN HONAR-D g at Orient, Town of Southold $R 10 Howard W.Young,Land Surveyor $ Thomas G.)Nolpert,Professional Engineer Suffolk County, New York g� Douglas E.Adams,Professional Engineer s BUILDING PERMIT SURVEY Robert G.Tast,Architect STORMWATER MANAGEMENT CONTROL PLAN g tm County Tax Map DJ.t,1.t 1000 Section 15 Block OI Lot 61.2 W)i m ENGINEER'S CERTIFICATIF-H- FIELD SURVEY COMPLETED .IAN.04,201-7 g MAP PREPARED JAN.06,2019 Record of Revisions i� RECORD OF REVISIONS DATE $0 C ED W ARQ \ AVOR SGDHS NOIGA APR.04 2011 Q' ADDED 5W 16 DATA AUS-28 2011 = g C? 9O f,,I ZBA COMMENT 5 SEP- 14„201-1 A AMENDED SJILDIN6 PERMIT DATA NOV-SO,2011 �c _ CD IIS ; ( la CC'• SWHS NOIA JAN- 12,2018 C'7 r-A� 50 O 25 50 100 g^ 8�'d'' Scale: 1" = 50' o FES S IONi., DA 20160185-bp 3 of s o PLOTTED BY:Diana Lopez PLOT DATE Feb 01, 2018- 3:08pm DWG FILE: R:\2016\2016_0185\dwg\2016-0185-bp.dwg (1)UNAUTHDRIZED AL RATION OR ADDITION TO THIS SURVEY IS A OBLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EYISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS.^JRVEY MAP NC-BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 4 CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVEKHMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREDN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. *4400 Ostrander Avenue, Riverhead, New York 11401 tel. 631.727.2305 fax. 631.727.0144 _ admin®youngengineering.com d 2 ? Howard N. Young, Land Surveyor Thomas 0. Wolpert, Professional Engineer � Douglas E. Adams, Professional Engineer �E^� Robert 0. Tost, Architect SITE DATA �' MIII(�-ITOnrtq cmf= rr RPA y�12,. ES OR 54,031 SQ. FT. Lj \ J" EV&E30F BEACH \ S 2023 L_ 1,4017- BEACH /1 y 03'1H N 6Rfss IN. O ' ° HEALTH DEPARTMENT USE e0l cLF O \ \0 q,4'NI Q1 NON- TUR VEISETATIOER 10 w O \ \ mNTY I"• .r-:7"40-7 Or�"MN31`�SEr7, '1�'S7-!5 ' R=152.451 / \ C`"R; P 9 ON `P„-^ !"'T.ter.r. N* Data R_AbPOLE \ ' A, ._�_., � P 1 r+ � �'Cr. 0^I_8_.�..Q_�.�,m..�. 1 I .W6a R—, e. a !Y6'a' .;n a^I.ii.dif.�!;°`�¢,t:."�;E.$.",rh j.°�i T-.Zit �S IC`l.'.e.!N 7n h<!.q \ I Ti'S�.6.f.Tl.���.,�...�'-. � t.. ,_ 2*r nn POOL HIMATIER0 \` POOL HEATO \ ? 1(es;: 2?�^ �'t'ti'^f G !i'�n,�?��f;;7., ^LI.Ti£'9.f�ilff'L"^/."��C,29'C'�`'i`re c^''$S,�SP.:: 9X.'a�C:t(.'•?at°�?i+`a' Z � ER AIN, (C�• ``` '( 5 19.3' — '�' GLF 9� \ �. t fie,-. r '� {o\' \� \ w ry "1•Ay,( Ib'w +•�t.+...,..,.. IN PO � \ Ia_.'@tlq.' n o .�(.... �. 111 7�- t` P a 0 LOIN j FFL y10O9 9 SURVEYORS CERTIFICATI HOUSE 5AN I TAR (3 011*( u WE HEREBY CERTIFY TO CHARLES E. HO IS MEA5UREMENTS o ��' yam° '00, \ I gG ANN O, RYAN H O WARD THAT THIS SURVEY WASP P;AR I�'AC CfRb`ANCE pl A B O d � � ?S' R� � FLO��A fi \\ WITH THE CODE OF PRACTICE FOR LAND SURVEY 'AD D Y f'HE E A"I OR K, C) -�� O� w e STATE ASSOCIATION OF PROFESSIONAL LAND R •Y R `= ,� C� 5T 57' 20' LP (b2' 55' wIF N !�' trn IPF � c4 -p rye. mry. 0 5� e O N o HOWARD W.YOUNG,N.Y.S. .5.NO.45 3 �'4f��D SU��� DI POOL HOUSE `,,, � � ,� °PSI v� SURVEY FOR SAWN I TORY MEASUREMENTS �'� A B o. `, �N� CHARLES E. HOWARD & 5T 41.5' 50.5' o ``, LISA RYAN HOWARD LP 44.5' 64' at Orient, Town of Southold \ ! \\ Suffolk County, New York \ , �p \ ci LEGEND o, `` \ �`'� ' IN \ FINAL SURVEY \ ALF = ALUMINUM FENCE 0 � _ County Tax Map District 1000 Section 13 BIDck 01 Lot 9.2 o CC =CONCRETE CURB 0 CLF =CHAIN LINK FENCE FIELD SURVEY COMPLETED JAN.04,2017 a CMF =CONCRETE MONUMENT FOUND �j�O Y MAP PREPARED JAN.06,2017 CM5 =CONCRETE MONUMENT SET CSW =CONCRETE SIDEWALK Record of Revisions DI = DRAINAGE INLET / ��{ IN REVISION DATE EOP =EDGE OF PAVEMENT ` ADDRESSED SCDHS NOICA APR-04-.2017 i IPF =IRON PIPE FOUND G> \ ADDED SWMC DATA AUG 23 2017 OL =ON PROPERTY LINE ♦ 79A COMMFNTS SEP_4 2n17 RO =ROOF OVER \ AMFNr)FD BUILDING PERMIT DATA NOV 30 2017 ROWIF =WIRE FENCE SLDHS NOTA JAN 1N 7 20182018 FOUNDATION LOCATION TUNE 8 2n1a WDF =WOOD FENCE FINAL SURVEY DFr_ 13 n22 0 WSF =WOOD STAKE FOUND W55 =WOOD STAKE SET UTILITY POLE =FIRE HYDRANT 40 0 20 40 80 120 i =END OF DIRECTION/DISTANCE J a `\ Scale: 1" = 40' JOB NO. 2016-0185 DWG. 2016_0185_fs 1 OF 1 o•MOId NT SET ■.moRmeNT POUIOJ p•STAKE SEr ♦•STAKE rouNo p.PIR rcv ov p.PIPE SET TEST HOLE N 10 M DONALD 6FLaUENGE 'c DATE,OI/OB/IT p eL•Io4.� DARK BKOYPI p (pwollingJ LOAM foU IA' pF _ H6REY1•J B \pr 1�N BROW ILT XO or az PALEILT eRorai p s S q� ID,a �,/L11 \ 14A'-02- PALE DROP —84— 6lAGI1 \♦ SILTY g Ltt� R SILT N $ T1 A _ PALE Bnova §R a : V,\1G / (SP)�a0 FINE SAND �33 \ I4,; \ E . B" H,—T �Cp� 05. 9. _ RIS / �� � L. ♦ 9 p 9• / t02 /' % 7 Y�� 4.�TT•B�E `=,01. _ s � 9�1��•,+ \�jG F� A e 6o z ,>o' ns1 Dx,$.,oA oe. y' 9y�oi, `♦i Ilp g f ; ,04D EXISTM6 SANITARY SY1TEM TO EE ABANDON IN AOOORDAHGe O r+ \ 8F Q ` 104 TH WITH SbLN.5,STANDARDS Ivax Oin. ♦ F lTrs NITARr oroTeM —,os_ oA4 tog m 0 24., i o 4,,x, IDS.0 / O O,, ltd"I1 ��t„x� rs p��bpN r«Ercrc n.. xf� �j I, r • 1=7 / 95.0 RI TRee mo\41113 / lo`".DM B� J11k MV `118/l2• �• / 1015. 3.21 / 9a 1.7.3+<y 'L ITIS .:• 3 •gR 1 J HEALTH DEPARTMENT USE 11 B&B' Isp z° •/ OV \4 Tl .80.B/ /VVV^ `(t ♦ 8 517E DATA p 0XI, AREA 12404 ACRES OR 54!031 50.FT. � p\� t • VMTIGAL DATUM •N.A.V.DATUM(1988) IIS �„7O\\ • WWSS FLODR AREA EXISTING HomE s 6ARK+E PROPOSiW POOL HOL5E 546 SQ.FT. SURVEY FOR E, 400 Ostrander A—,RNwhead,New Yank 11901 9 q W.631 -:t3Pge�631 .0CHARLES E. HOWARD 4 F LISA RYAN HOWARD Howard NL Y Lane curve at Orlont,Town of Southold s Thomas C.Wolpert,pry»lrnal 61g�ar Suffolk County,Now York Douglas e.Adam,Prole»brual S,glnleer 5UILDINCT PERMIT SURVEY v Rob-t 0.T®t,ArcYdtect Cy E tQl County Tax Map Dnvz,1000 xe,—13 Tne<+OI Lel 9.2 �g F- 4 F� 04.201`7 .eoSURVEYORS CERTIFICATION P ,w n r•�"^--i\ Record Of ROV151— �e RECORD OF REVISIONS DATE y'o fY. ADDRFef�m U"DHs Noiu r>a na,o, ;R so o ae e° loD9 • % 5ao1e. 1'= 50' �a HOWARD w YOUNG,KY.S.L9.NO.45645 / JOB NO.] 01 B 4J DWG.O.201615565J:p I OF 4 S� PLOTTED BY:D—Lopez PLOT DATE.Apr 04,2017-X15— DML nLE'R:\2016\2016_0165\a•9\2m6J185yp.d.9 QF /-0,1,5T IRON FRESH INLET ACC.F-55 COVER FIN.GRADE FLOW 4'CA5T IRON PIPING TO • 4"PVC,a 000%MIN. EXTEND 2 FT.MINIMUM INTO FOUNDATION WALLCCAST IRON TRAP as as r(FICAL HOUSE TRAP DETAIL NT5 aQ HOUSE EW A Pl% -7.-j rl 4-VIA FVZ 20.00 Fire.was 8491 Let F6 m.lOAT 0.1111 A r 'I IPOO&AL.SM-na TAM LvAemIN&FOOL MOO G.F.SYIAJ 44 HYDRAULIC PROFILE HEALTH DEPARTMENT ME SITE DATA AREA m 13404 ACIRE5 OR 541051 90.FT. • VmzncAL DATUM -MAV.PAT", • OROSS FLOOR AREA EX5TIN5 HOUSE I 6ARA6E 2;289 e:�A:w gl FROPOSED FOM MOUSE -546$0.• SURVEY FOR 400 04b—der Ay—,Rh-+�d,Men York 11401 W.63I.G.2509 t—631.=1.0144 CHARLES E. HOWARD 4 LISA RYAN HOWARDS H—d K Ymnq,Lad at orient,Town of 5ovthold 71--C.mh—t' Suffolk County,Nevi York V-91-E.M—,P—P...lanal"tl.el R.L—t C.T..t,Ar.hlt—t F BUILDING PERMIT SURVEY ggrRE- County Tax Map --1000—11-15 —01 -1 92 Ye LO ga JAR 04,eon SURVEYJAR a&.2011 FIMD SURVEY clomr=v MAP PREPARED R—d al'Fevl5lort5 PA71! ==IA AM 04.2017 Fp Sola.N.T.S. HOYL43M K YCU146,KYS.LA N0,45893 •: -1013 a.. J013 NO.2016-0185 :2 OF 4 70 VA&.20160155-.bp PLDT at—L—, PLOT DAM-A,,0..2012-130F" 0-�-R\2016\2016-0186\d.g\2016-OI85-bp.ftg CB ...I �g BATH v CHANGING o RM �s ® N p I OPEN a6 I STUDIO A e ------------ 0 0 5@ • l +r I z 8 �e �N E� z . : �R a STORAGE: STORAGE a UNCOND 4a a UNDER OPEN TO STORY C=) l4e, a HEALTH DEPARTMENT USE I Gn I ;. �' y� .: 00 $ 9 gn v4 3� Fri SURVEY FOR 8. 400 Ostrander Avenum,FJ—Jwad,New York 11901 �g W.691.7711909 fax.691.721.0144 c admineyavrl9englneerin9aem CHARLES E. HOWARD 4 ae LISA RYAN HOWARD at Orlent,Town of Southold Nono-d W.Young,Lard 5-5- g lheman e.Wolpert,Pro}e6slalal 6gtie� Suffolk County,New York 9 17-91.6 E.Ad—.Profess 1-1 E.9neer x Robert O.Tact,ArLNtoot BUILDING PERMIT SURVEY pq€ 101 County Tax Map D—,1000--13 ea.01 el 92 P lOi Y SURVEYORS CERTIFICATION FIELP 2017 �M;l 06,on g� r :.�� Record Of Revl6bne s ........~ - F y• PZWD OF REV15IONS DALE �a f - . \ AnfrGFu.F V.DH9 NaIGA AR2 04 AOR i d 1 1 ' t Scale,N.T9. �= 1rnYnRD W YOJN&.KYS,L.S.NO.48&99 .109 NO.2016-0185 9 DWS.016_0185-bp 4 4 9 MOr &r.Das.iwo ROT DAM/yr a,zmT-xlspm DMO iRL'0:\2016\2016-OIM\.0,0\2016-0185-bp.6.q HOWARD POOL HOUSE C JnIIJII �( 465 NORTH VIEW DR ORIENT,NY 11957© / �DFO0J nJn+n©U 455 NORTH VIEW DR CWB ARCHITECTS ORIENT, NY 11957 - NEIGHBORING FRONT YARD POOL CONDITIONS SITE @•'° me[BVwP.tgm„x, l,.n. n.nr.o..-�- rc-_T sEr:z:'m roawmx..mo>�mr ' _ � 'X� rit::�s,,:"\�•v ^cis:.". �. .I Il,t: �? �: ,,,.:�r^"r.'.rr --T_-"-� ZL "A'a£i _ •.%/''•• :��!<;'5Y"gf.�}f2"4.:1=:'''rr. !a•,T,N_ F p \ \ %E`'• 5. ,..i%'" '.1.-.='• .ut-.7�' n.i`,�i'<.'';,%:i�':'��i.X'�. ,,,,� �1^.�dj/.r. `/rrf ., I ,� ;.7: '• r� r',::s',�'ci� "rr::.''•..T - ;. cr.�L:s,. ; ! ���0%f��.i._-_ \ �rs:� •`; ry'3{C liY.�.=.. `.:'.. �/,av n,.'v, i .ct,-c ,)..0� F'JI -64.' 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I-I L54 -:: ---- PoOLREVISED PoOLHOUSE@ a°roa AI,va v ¢'/'. \�L L` _ -I 1 ,a wwnr.mu Nvvv IDCATION O row% _.- - - pi � r''�-� \` e,nauw.P°wm '•I -- -- -.�`� ;.( ;Vd: \ wwaw..nea� FINA Ay l� •d - •ro j A I e S'ci'-\ _ REVIEWED BY ZBASEE DECISION#7i T' o— `� r I I MYYp°NP5E6FEPID- I I I ,�\li I ..1—}—IPnul HOWARD RESIDENCE ''�t NORTH VIEW DR \ / ORIENT,NY T 755 ORIENT, I =--- \ SITE PLAN ENLARGED SITE PLAN SITE ^/ "•5 ' � I \+¢ - CONSTRUMONGENE-NOTES HOWARD 455 NORTH VIEWREDRSIDENCE .N.'t i`1'r..,`IF I -- xusxmgauma ORIENT.NV 11957 ;J,e;y_ �}a=4,�' „I-•'.- I mmau^ass.n.veumnuv.wmnw�.mz. '•+v�•.„;"{” �.', iL d.i, yy.5.. y-�'''•�syy: �^,�� amgru.w¢srva.0 vu..0 wwmm. CWBe RCHITECTS --------------------- AV ^ I r¢urvvre>¢xaur no.mwM.oxsl '�, �: ._•'�=�= - •�ti +'�v:"., -�� I�- I xnmr.nn¢^v.mumwvs s.... I :._+ •i,�y� ::-.' - _.__ - .. _ _ .. _. ___ _ _ ¢ww.m F,^wn¢ao,mwoowwemU. ,Eum xvau+.O,MoI¢ POP-- glo¢woea ; . .. .-1-.:. O.Jv]m v r y-.. -•�.. - -.. __ _i 'w PHOTO 01 .I: - -_ .. L_ iwNiwemw.mwwt� ¢ �¢> CII•l.l:'. vNw FPOM FROrrt Y.no LoogNG mvM - _' I. vmaggenu q>am¢nw,aa,pr¢u¢mMxmn¢we Rt�UJS ... I, IlLYG['YFJ MSwV i r n.Y r w , I �aOld �•�' 'r><-'_ „t"-r.-ate.:, T�:�:::3:c _ _ -8'S`< ;,. — -- - ---------- I I, ol ww�xmo¢w REVISED NOT Mn MN�U=ON --------------- ....-•^.a�_�s;•�'' '- J'f^.. CONSTRUCTION PIAN: PHOTO 04e� on µ FIcrN.ST FLOOR 2 Mew rxoe.x I mqs ^ew•xr,00gxo xom eA,^r r^ Aa ,. • :•— . ......... _< . S •�_c`'"��� _ •��. -- -- - 3r _� -- � T�---T---- [REV.E-ED NAL MAP p. eD o rs: v,ewOTxovw F,axmx�xNrewa.magxa reT (� � i --✓--- � � ,--r-� -� ��� -I I... � � � I¢m I $ :.wrtw Foo ¢bmM>Nmovwo.F.+aFxF. W rwo.eoT xPx>x I -�w�m•�xi ��ur• �rM�-.Fk:.,i $: � 9 ------- wan many 45NORTH VVIIEW RESIDENCE 55 �r .. l+.s +. ':�'•' �� �- � ORIENT.NY 11957 . `'L•re�,�.+,��r;�y',{.1m..�!fx;,�Y?�`::i,13A;�+t'�J�'�-'ei-vri&��'.". �--- - �-- VOAi� ,b. � Mv.mu+.• `:y;+�ul"4N:§i:•�.:+s r,'-�`f+% '.e','r:�ct.�,�ytia :f;=!?ar.t= _ � ^' CONSTRUCTION PLANS fir:- ,"r: ... '�•:.....r : �, '�wome x,.w ��i�.'�' _- x:1,;5 Ti�,i�;..��•:'>�.'`€€'i��i�'i;�Y:r'i' 4 _ _ ' .i:c+ y.1i� �,FF_ '{}i3v��•`,'1.,f��.„(.I..if�ys.:�:",;T;!�' w.,u �.s�v '^l%J -.'i!:y C:r14:.. �yrf�s•:�:i`w'# ';, _, d IIIIIIII�\\1 :Y `.;`�: +`%KS! v�'S'�C Y<I+='.`�f-i�y�•'••� rumxucan �: � Cww mw S i - K: t.` �Y 7. .5 rc^"�� rY• \ L .k. - , , 8 PHOTO o.x,o¢zx vnoV view ar ew,o CONSTRUCTION PIAN: oruxrwes a STACK BLDG AREA �1 GROUND FLOOR �.1 mouML A-202.00 ® wmvvm,cgw 'LJ LJ HOWARD RESIDENCE I 455 NORTH VIEW OR O k 1 ORIENT.NY 11967 / /II r CWB4RCHITECTS , o pr, L�I•J��',` S 1 Ll 2517 EP n j I REVISED m[> � `VIII; y..� '�� , I x_ :.� � ;.4 .: .•r:" g Z5;2 _ v� b 11• ��"� RNALMAP 1 ' LEM REVIEWED BY ZBA 1 / SEE DECISION#�s3 V �`•'\.,fy DATED�J fes/ 1 1 � - SITE p err,.P 2 .... s... — �vnpleCr NomM HOWARD RESIDENCE 455 NORTH VIEW DR ORIENT.NY 11957 —w TE PLAN SITE 9ECTIoN9EMON -� A-401 .00 DRAINAGE DE516N CRITERIA 4 CALCULATIONS V=ARO $ A=AREA OF TRIBUTARY(S.FJ R=RAINFALL(FT) C=COEFFICIENT OF RUNOFF L.F.pl L.F.04 g V;MWRED REQUIRED DRIVEl9P.Y •9004 SP X 3/13 X ID•501 OP ROOF -645 Sr X 2/12 X LO=108 OP GRABS 0 1,960 5P X 2/12 X 02•59 OP GRA55 •5$90 SF X 2/12 X 03 o IDb LF �^B TOTAL VOLUME REQUIRED-560 OF TOTAL VOLUME REQUIRED=294 OP Y24-KITH A CAPACITY 4 GF 560 CF/420P/VP=9.5 VPRE52ARECF/VFp1 4GF/4 CFA DRYVV.LL /VF-90 VF REGUIREDTH A CAPACITY OF 24 OF/JF PROVIDED FROVIDED F� USE(2)-B'DIA,X T DEEP DRYWELL9 •591 or USE(U-6'DIA X 8'DEEP DRYWELL -938 GP L.F.t15 10 L.F.b2 ; REQUIRED 9 REGUIREO ROOF •591 SF X 2/12 X 10 c 95 OF pap9 ROOF •845 SP X 2/12 X 1.0-141 OF PATIO =599 SF X 2/13 X 10•96 GP 7g 8'DIA DRYAELL A.ITH A CAPACITY OF 4214 CF/JP TOTAL VOLUME REQUIRED.191 CF SLATE OR OTHER ,y,y 108 OF/4234 CFNP•2b VF REQUIRED 8'DA ORYNELL WITH A CAPACITY OF 4314 CF/VF SUITABLE COVER S PROVIDED ICS CF/4334 C;F/VF•45 VF REQUIREDSTOPPER OR END PLUS 29 U5E()-9)'121A.X 4'DEEP DRYYE.L •169 CP PROVIDED $i USE N-V DIA.X V DEEP DRYY•ELL =253 CA. L.F.06 Vy 'REOUIRED REQUIRED ROOF =1)63 SP X 2/12 X 10•194 CP GRASS =9,263 SP X 2/13 X 01•242 Cr 6'DIA DRYYELL WITH A CAPACITY OF 4214 CF/VF PROVIDED VARIES FFos 194 CP/4234 GP/VP•4b VP REQUIRED LrE FRENCH DRAM,3%4 x 2S'D x f00'L x OAO =300 CP i PROVIDED USE(U-V DIA X b'DEEP DRYP LL =253 CP SEWER PIPE, 90'ELBO)y 60 NYE CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC • B"A HOUSE. g�gk mws�o aooR e•°� �� ¢•103a PMI'A®GRADE 88 a.covca � g ¢•Io10 ¢•lol.o ¢.l000 � rww rww I 4+Dz,M N. DIA wO re.lOOa PIPE D Z00% n 4•DIA PVC �g IE•995 PIPED IOC% S�S O5O' FLON LMe re.ato re.9Be B os3• g $ DAcr�ivm�i"ci�w ss m i I�AveL �$�Q@ Ail EL•9W F9 exrec a Ih L�!6CxC Bim' BC1J' 6ROUwpw1TER fi 2q EL.. 2 1-500 GAL.SEPnC TANK (2)LEACHING POOLS to (OVER DESIGNED) (400 S.FSAA) HEALTH DEPARTMENT USE (OVER DESIGNED) E HYDRAULIC,PROFILEe FINAL MAP NTS SITE DATA $ REVIEWED BY ZBX LVED AREA=1.3404 ACRES OR 54,051 W.FT. 9 EE DECISION#-10MT 12.2017 VERTICAL DATUM •NA.V.DATUM H908) Yq 6Ross FLOOR AREA ATED I pR /S / 'E%15TIN6 HOUSE d I =•2,789 SFT. 3 4"0 RD OF APPEAL PROFOWD POOL OUSE! 1 G,•5+6�+FT, 7 SURVEY FOR 400 Ostrander AVM"RT—I.ad,Naw Ycrk 11901 e W.691.-1293303 fox.631.977.0144 b adm41Oyoungonglnoaring.com CHARLES E. HOWARD 4 p ¢f LISA RYAN HOWARD NOHOrd A Young,Lund Surveyor at Orient,Town of Southold 82 Thanes C,Wolpert,Wolasslonal Engineer Suffolk County,New York - 11 Douglas E Adams,Professkxal Enginoor , Robert G.Tact,Architect BUILDING PERMIT SURVEY yE� un, County Tax Map t—,1000 Rola,IS D.a OI 1.1 9,2 O SURVEYOR'S CERTIFICATION FIELD SURVEY COMPLETED ,IAN,04,201-7 MAP PREPARED JAN.06,2017 , Record of Rovb)on9 p W. RECORD OF REV15IONS .DATE &B Q`D )- ADDRE99W SCDHS H01GA APR 04,2019 LL R •)/,�� �G ADDED SWMG DATA I na 2017 es I) O + 1. pn 2 19A ILIMMEwi5 SRP.14.201a G1 7 00 '3 45Bo \� Seale,N.T.S. 6 —1 O. HOWARD KY .YS.Lb.tL�45H99 q lad Ste, JCS NO.2016-0186 DWG.2016_0165ip 2 OF 5 PLOTTED BY.dec PLOT DAM Sep 15,2017-1D.35pm D%L n1E:p;\�DI6\pDlfi_DI&5\E.9�D16_0161�p.Jp , �S a BED R® e; Rgg� BATH ROOM — s ® KFTCHEN a �¢ ® Y� DININGR OM SCREENED PORCH B UTILITY \ ,�' oR. ROOM \ WING ROOM •� a �o BED ` $ ROOM a BATH \ "$ ROOM \ ¢ a \WATER SEIMCE - CONON13KFO HOUSE BED ROOM y? MAIN HOUSE PLAN a� HEALTH DEPARTMENT USE 1°INdAL, MAP ' i 083 ;� a REVIEWED BY ZBA RECEMID SEE DECISION#-)093 OCT 12 2011 9 S3 DATED l - zON G BOARD OF APPEALS g€ SURVEY FOR 11 400 ostronder Avenue,RNerhoad,Naw York 11901 tol.631.7271303 Pox.631.927.0144 /�p� admtnoyovngenglrfeering.com CHARLES E. HO���\ARD 4 S p �Q� pg LISA RYAN HOWARD g9 Howard W.Young,Land Surveyor at Orient,Town of Southold Ths� .c,wolpert,Profeeolonal Engineer Suffolk county,New York $ Douglas E.Adore,FYofass1-1 Enginoer R.1-rt C..Tact,Archltect BUILDING PERMIT SURVEY County Tax Map mm-,1000 s.alaa•19 eaa 01 of 92 'pt �>R SURVEYOR'S GE R7IFIGATIO FIEPv REPAR cormLEreD IAN.04,201-1 g MAP PREPARED M.06,201-7 Record of Revisions I Q W RECORD of REVISIONS DA'. - /,`i.P M rQ ArmRF_rf,FD SWM DATA . NaIGA APR 04—11 1/ 2\ A 2 Scale,N.T.S. Va HorulxD Pt TaNs, s. LS.Nd'455a3\ LAND `-' PB.2016,01�es5 3 OF s 4 RZTIED sr.m. PLOT DAIS Sap 1S,2017-10:DSen DWG n-R\20t6\2016-0165\&g\2016_MW-bp.0.6 ' p6 6 'S 2 1/2 BATH a CHANGING o RM ® 04 a qq I OPEN STUDIO O t � 1 � I + 8 -- ..... ---- ...... gS 27'-0!' =I • 6a K, ! � Ra s STORAGE; STORAGE FINAL,MA ; REO/tEWED BY ZBA - SEE DECISION# I DATED 12 ' I _ UNCONQ P I OPEN 70 i UNDER STORY� � 8 HEALTH DEPARTMENT U5E . joT3 R�eEcv� ---------- ------- � OCT 12 2W "$ aft $ONING BUAiiV OF APP EALS R� 8� SURVEY FOR 400 ostrandor A—.,M—hoad,Now York 119ol W.681.12T=03 Pax.631:727.0144 admlrlsyoungonglroor4g.com CHARLES E. HOWARD 4 LISA RYAN HOWARD Howare K Young,Lem Survoyor at Orlent,Town of-5ovthold $� Thomcs c.wolpert,ProPesslaml Engineer Suffolk County,New York Dougtas F-Adams,ProPessldnal Erginoor pp Robort C.T.4 Archlt"t BUILDING PERMIT SURVEY F tp� County Tax Map pRa,�+1000 s.a.IS era of �w '92 5URVEYOR'S CERTIFACATION ?• FIELD SU ITY COMPLETED JAK 04,2017 S. . MAP PREPARE JML 06,2011 F NEWRocord 0!Revl6lone r RECORD OF REVISIONS DATE �8 _ W. 0 Arm ardl9 NOI A APO O4'�!]I1 LR SPO ko ADDED 5WMG DATA 2?,1AIT It. Rh oL t} 0 4 3 4 Scale,KT5. �E HOWARD K YOUNG,N.Y.S.L9.NO.45848` J�`e� J�J DW6 1�0185�p 4 OP 5 pleRED BY:Aac PEST DAM Up 16,2017-IR]Sam DWG nlE:R\201E\20I6-OIa5\dig\2OI6�OIBSyp.drg 1.5 PVe �• - �(�\ �✓, P]76e OF BeALH . ` ` 7• � GRASS g BJ.14Lg .]' m,iwav'°4mmw. I .mTavwmnam �Yo/• // �`_B(� _O � oYYB u. + GEfiPranONN N ¢ Fx-IY•� /\\�,�. ♦928 LF.H 9• \ Ei 1 `r/�}�J '� TamoRAmr �� 077 9AMTARY 8Y97EM ,i9' p •� l ��pvi 1A� \ e'Di0.z4'PD.POOL ,mArtOwwtD' (FOR POOL BACION4vH1 1-•a1 9Bei SGS i�/ \ L.P.u403 �a 99A lr�ex 7/6-11 as w 'p PROPDSETI GONG.PATIO �*pIO POOL 2 E,A \ ' � ° we ExISTIN6 SANITARY SYSTEM TO ' 1 e-A BE ABANDONED M AccawmcP R w>JEN wl>E FF7LE t -' t"'"po� wITN scDNs.STANDARDS @ L.P.04 @ T6t GLOT11 F' W yds T/6-103.7 PROFO-5W SHERD FIS' / '7 •//\ Ift FOR POOL EOUIPNO:NNT b lo9,s of .K'a\•\ °s s LIMIT Or- T- F B sEcnox \ ,. a 1\ Ila9.� .57 vh DISTURBANCE "4 �bm' 109. ' rp J•. a �2 �� owe 1 .S 19,909 50.FT. € PROPOSED DRNEWAY q as o ¢ prA2ol�il m :;.1: .t�+;r.,.TY,n.,a '�9• T � aDd'" t07.9 }p. O�s TO M E {.4%! .}.+ �i y'Rj.. PI`S \y w•� O.� OS.1 9G6 '`4�` t.�-er .�• gYt ,♦.�leE awe E40VW AY WRE TEW.E v VW"_rr �`t•Itt;! '4 ] / SaBe FEMo�ED WOVE nos 'r'M ni FEWX1124 111^/ /02 6 / B L•LEVATION 7 120 6 /loll SILT 2NGF sa LP. // 4D14 a(0 / � TI MIN %� aisliN STONE PAVET�NT Z, S' P 15TI�N�61r �_ / /��(p.M1� / / ' A Y�•�'' �� _ :f.' '• �/ / / 1100./\ `, . 1•. _ .. 10].S k / 0$4 X z'•'- MOUNTABLE 1E14 �'f FILTER CLOTH (OPTIONAL) 4me PROFILE MIN� ,lS\ I / f5° / B �9• j+fpr ., NZ 09694 / / 9 L19 - .,'Q.. ,r.•;•.:,.: ICY,'•' MIN.:` E><I5TIN6 EXISTING .:t•al's b, .',At, R:._ 6ROIRlD _ fay'- A66RF6A7B; PAVEM8IT FINALM 7.0 ♦96. 9/ T= EVIE ED BY �� R PLAN 7 EE DECISIO \ � _ a I STONE SIZE -USE NOTES . ATED 1„� 1 STONE H- -USE 6 STONE,ORA REC.YC,LED CONCRETE EOUWALENT. _L 3,LENGTH-NOT LE99 THAN A FEET(EXCEPT ON A sN6LE RESIDENCE LOT WHERE A 90 y 3. THICKNESS MrNHNCKNESS LENGTH WOULSS'TD APPLY). 5. THIOKNEss-NOT LE55'THAN V. - FIN.GRADE . 4.WIDTH-IZ'MINII4A1 BVT NOT LESS THML TIM PULL WIDTH AT PONTIS WtERE N6RE95 OR EGRESS OLGURa. p 5. FILTER CLOTH-WILL•BE PLACED OVER THE ENTIRE AREA PRIOR TO PLA6N6 OF STONE. 99 6. SURFACE WATER-ALL SURFACE WATER PLOWC PLOWING OR DPVERTE12 TOWARD ONSTRUCTION E&Li ENTRANC SHALL BP PIPED ACROE6 TIE ENTRANCE.IF PIPING IS IMPRACTICAL,A „q IF FABRIC .o a MOUNTABLE BERM WITH 5.1 SLOFE5 WILL Be PERMITTED•• U iv T. MAINTENANCE-TIM ENTRANCE 5HALL BE K41NTAINW IN A CONDITION MICH WILL 1�p1�� 8@ PREVENT TRACKINI6 OR FLOWING OF SEDIMENT ONTO PUBLIC,RIGHT�s-OF-WAY.ALL SEDIMENT R�pl.G1VCV SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC,RIGHTrsOF-WAY MIST SE REMOVED 9 [FM IATELY. �1 5� dq 8. PERIODIC.INSPECTION AND MAINTENANCE SHALL M PROVIDED EVERY SEVEN f7J OCT 4 L ZOI! �°TO 5°STONE ' CALENDAR DAYS. a STABILIZED CON5TRUCTION ENTRANCE FRENCH DRAIN BONING BOARD OF APPEALS NTS NTS $� 400 Ostrander Avenue,Riverhead,Nan York II901 SURVEY FOR tel .631,TZ71303 fax.661.TZTA144 admin®youngenglnearingcam CHARLES E. HOWARD 4 L15A RYAN'HOWARD at Orient,Town of Southold cy Howard W.Young.Land 51rrvayar ; T'_e.L•I�Ippaert,Preensatdzlal r+91.er Suffolk County,New York Douglas E.Adarre,Proeoaalornl r.91- BUILDING P'E'RMIT SURVEY Rob-t G.Tact,Architect STORMWATER MANA6EMENT CONTROL PLAN ttn County Tax Map .-1000 6.-9m 15 9i.a OI Lm 92 ;ag l.Orl g. 5URVEYOR'5 CERTIFICATION FIELD SURVEY GOWLETED JAN.04.3017 gw' MAP PREPARED JAN.06,301.7 OF NEIN Fte ord Of ReviDIOns SCC j- RECORD OF REVISIONS DATER _D3RE-n .DHS NnIC.A APA a4,7lJD L> yO AnnED SWTir.DATA Allb.]9.]OUR D 4 \a ' G ZBA .nd6,FR+K 14 �= � �e Ili ,�, o BO D 25- so IOD Seale,I° 50' �g 9 H gi/ JOB NO.3016-0185 HOWARD W YOUNG,N.Y S.L5;NO.45899` "'���._.� c`R DWG.3016_oIBS�p �OF$ y n MD BM doc PLDT DATE Sap 15,2017-1¢JSmn DW fEE R.\2016\2°16_0195\d•9\2019_OIBS�p.dp O e MpPpJM�ENT BET ■•MONUMENT POUND A=STAKE SPT A•STAKE POUND Q•PIPE FOUND ®=-PIPE SET TEST HOLE • A No• •BY Mc PAM OI/09/17 6 9/11 1— . i GATE. p EL.104.9 OD' fDw®Klingl v Lom '+rt+ # (OL) E4 fiREY15H BROYO! WILT S ✓ 006E OF SEAI11 \ PALE BRO 6RA53 14.0' q \ 1 . — WN \ AILg D AMO 6RA'Fa \ AND 5Nm'Y i SILT 0 PROPOSED \ (SM B MU T2\� \ �OQ� / �OB -80. O FENLE \ 09D' lQ�a\\\t ,1irl \\/�o _tavN Tt ar qA" N p \\ PAL sROM s �E6ETAnON 'ERADY PINE UI \t 1 i9z6 L.P.00• Bd IN, \ O \ r5P) �$ 9z5 13 \ 911Y N6ROUNDAATER EL EXPECTED $� PROPOSED 9' 01, 9e SANITARY 5Y57EM \\�/� l fr DIA.x BD.Pool �•'faD �O day`/ /\DY (FOR POOL BAGKWASW d� N,\p \•Si� �+ -VE _ p gS M1 / T/6=102.2 PROPOSED WHO.PATIO u 1 05 2• bt'o + 1.°' EXISTIN&SANITARY SYSTEM TO b64 6E ABANDONED IN AOCORDANGE I A DD O WrtH5.GD,N.9.5TAlDARDS ,B 1 � pad LF.na TM0 1 ce T/6=109.1 p lb \\ I y1oFOr EF1£:D 1 t p0� 10./ / \ 0a FOR POOL EONTR4ENr 4 �0S�OS `� I�f09.8 _ T / 1109.•. ` pb t��• w�$ , a aSr PRCPOSPD DRIVEWAY \ gp 89 1050 �p€p b 5s Dz9 X01 F g�� IN 0 '\ TO BE REMOVED WAY p> C Pars T'w.t 1162112 tl ^Y I .L 1 8�� 007 To BE REMovEv ' 11 4m120 111.^ I 16 / A 112 n.s / el PSS L.P. /+tm(.- ss(•+ *T,.'. L'.0 P9 -I:0 LL�� FINAL MAP .84+ , / ' I S+7 Redd yFA 5 +6a6/ 137 SEE DECISION# 3 D so _ / '� �� ¢ r'O ss DATED]!�/ O96B. \\o �6 r1a p� 0 Eli cl MElu� �1 OCT 1.2 2017 517E DATA 41 BY: =zf2l-3----- 00AREA a I.24O4 ACRES OR 54,031 5Q.FT. �• 0\\�yko • VERTICAL DAME v NAV.DAM7(1905) q. �1�'`V� V�•b\W • &ROSS FLOOR AREA EXISTING HOUSE 6 BARASE =7,296 50.FT. . \ PROPOSED POOL HOUSE -540 So.FT. 30 • 8� SURVEY FOR 400 Ostrander Avenue,RIverkpad,Nan York 11901 W.691.171.7303 Pax.b91.rTngi.44 CHARLES E. HOWARD 4 admN®young°nglneoring.com 4�fitC�Q4�tXC� LISA RYAN HOWARD at Orient,Town of Southold st . IF W.Young,Land Surveyor qe nomas G.WolPert,ProPesslo ;r'991-ar , Suffolk County,New York - $ Douglas E.Adam,ProPes01ona1 Erglnear Rebert G.Tast,Arohlt—t BUILDING PERMIT SURVEY 1.Ot County Tax MOP D—d 1000 s. 13 Awa 01 wI 9.4 f` �R SURVEYOR'S GERTIFIGAT�O i FIELD SURVEYJAN. PItZPa AX 04.2011 • �� MAP PREPARED .IOb,7011 -+ I` Record of Roylsions W )' RECORD OF REVISIONS DATE �6 4� p 'A SCDHs NplcA ACR Oa�On L AJ.'- On B• {�I _�I� Jl � ZBA flIMAEMS SEP la.Zoll gL p So 0 ss So loo `•' 4589 J Scalo,I•= SO' � 3 HOWARD W YOUNG,RYS.L5.NO.45099 � LAND `'J�' D 6.7016OO&IJcP I of 5 PLOTRD B7:dac PLOT DATE 5ry IN 2017-IQ35mn DWO TILE:2\2m6\2016_0165\dnB\2M6-0195-bp.dn �Sl / 76.2 7.5 PI g c tFuuw ee .'Lj� 6 �BEACH Pere �/J� �l B2- g 7 /V� Ba- 9EAC+1 =c \ _ eaaoe p CAMPBELLCAFrIRON O INDDRY,PPAT.NO.1WTC / � ss67.1+ i g OR APPROVED EQUAL ON .2 -B6.- N I oy �iDRANAGE INLET iNSPEcnoRPooLoraY. \1/�.�(// /i _ PROPOSED mg CAMPBELL FOUNDRY,PAT.NO.ffit+ PRECABrCDNCRETETRAFFIc 0 i /f .5 - �,Q FENCE 90 ORAPPROVEDEDUAL BU BY ` 90.5 _F9t'1��GE o S a$ J- APPROVED EQUAL. 441A o --NGN-TMF q'4w O 9 A + ;,y:._::a•W b �*&ETATION Zi +92.8 L.F.#5 94 Bdilt`I p{7 - TEMPORARY m e. � ,,OUNDj'1^' "C �_- - --------- \ STOCKPILE AREA Ag z ENTIRE RPE .\ 96.6 �� \SPROPOSEDSYSTEM Ki RINGSPRECAST AS MFG.CONCRBY DRAIN g a �y.�6c, 8'DIA.x 4'ED.POOL A^ SUFFOLI(CEIVIENTOR .0 (FOR POOL BACKWASH) %s APPROVED EQUAL ® 96.8 0,fl\A•x �I�,�i�` L. 0$ 99.4 1.P / T/6=102.2 :m e, p PROPOSED y� Y6� \GONG.PATIO m f j �YEti yv� i+ -102- - d '• �x LI=ACHING POOL p � 2 bW? ++11p03 p E EXISTING SANITARY SYSTEM TO o� Nm 0 a� p�- / b'W BE ABANDONED IN ACCORDANCE x , -a$P;tp�l- WITH S.CD.H.S.STANDARDS WOVEN WIRE FENCE SILT 104.2• 15 °' $ L.F.#4 FILTER CLOTH FENCE 9 T/6=103.1 $2 UNDISTIJRED M DFS PROPOSED SHED j E FLOyt AREA I STORY PFRA a FOR POOL EQUIPMENT 8� AREA POOL HOUSE 105.. 26 ,o os.o *RIPOSED DECK LIMIT OF 4 -� SECTION 1110: ���-10 .2'!0s' Ds. �/ S0 DISTiJRBANGE > 1 o . 1 1 s,6 0.00, 1as.s g �1 a.3 o 1411610qOq 50. FT. _ ,T G 14.6 / g 1t1. io5o 109.e A PROPOSED DRIVEWAY oz 105.0 / O .�r r ::;,;.�:i.:tas�c, �� ;+.. .,;,h.�.• FILTER ,1,W LL?•4 '�'`• ,tZ Q'��GFL O�� 3� ;'yu^ %.:•.:' i31: 7. f:":, CLOTH 9. X12 �S 111.5 �{ ? r3. Q A of R ;x ;ti;•> n.:�::,1`;r.:q.;-;� yd., 8 107.9 / 105.1 '^ ':i. =•:a:�.: t:;,• nPROPOSED F V1 oa:o �4� EXISTING DRIVEWAY � •' °':�~:` ?` TERSERVICRE FENCE r? NOMI 1020. .4 C .7 96.3 TO BE REMOVED zi T-2 114.2 (6 1I 4. IH f WOVEN WIRE FFL 112. FFL / / / X FENCE 1124 d 40 . ELEVATION L.P. F 10.3 1011.11 o SILT FENCE . krm 112.5+_ so, ` y �.```1 / .. 106/ / //+101!4 99.3 lfb�bb0 � MIN. /�V}o ry� STONE PAVEMENT EXISTING Or _ �' / / `° EXISTING 2' �c GROUND . ::• :.., . S.� PAVEMENT /�� ` 95 107.3 `-y' / X p .� 1 t 3wJ"' oc 98.4+ z MOUNTABLE BERM \� � gi �1 5.7 �o FILTER CLOTH (OPTIONAL) °ROPOSED DECK i �\� ig / / +85.8 2A PROFILE / 87. / s.s MIN. n cv2 + / �/ ` i 6 \ zq .• 96.9 l ov / u \,rte o \/ lk� , .f F� ::;1.; h>11N:;•' EXISTING 89. / \ EXISTING :.. '•'•• :: - :::;_I. / '� '.Q•' GOAR rE:. PAVEMENT / 'C� P` "�� ROUNDg. i ,..:,:.:.., : pi6R� ATE 7.0 { :... +66.9/' ` \ V �•e� PLAN A CONSTRUCTION NOTES _ I. STONE SIZE -USE 2"STONE,OR A RECYCLED CONCRETE EQUIVALENT. $ 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). S. THICKNESS-NOT LESS THAN b". z FIN. GRADE N� 4. WIDTH- 12'MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR , EGRE55 OCCURS. 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. C,'o b. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A FILTER FABRIC MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. a vy 1. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL a v PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.ALL SEDIMENT m� SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 8y= . PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(U CALENDAR DAYS. 2. TO 3" STONE oy STABILIZED CONSTRUCTION ENTRANCE FRENCH DRAIN NT5 NTS SURVEY FOR g 400 Ostrander Avenue,Riverhead,New York 110101 tel.631.-171.2 9 3 fox. gen651.121.0144 CHARLES E. HOAARD 4 admin® oun an Ineerin com yam,, "o y LISA RYAN HOAARID G Howard W.Young,Land Surveyor at Orient, Town of Southold $� Thomas C.Wolpert,Professional Engineer Suffolk County, New York Douglas E.Adams,Professional Engineer BUILDING PERMIT SURVEY Robert G.Tast,Architect STORMAATER MANAGEMENT CONTROL PLAN + + County Tax Map Dietrict 1000 section 15 Block OI Lot C1.2 o km :m EN&INEER'5 CERTIFICATION FIELD SURVEY COMPLETED JAN.04,2011 gg MAP PREPARED JAN.Ob,2011 m„ ----- Record of Revisions 9; � OF AJ r �\ RECORD OF REVISIONS DATE 26 C� ED VVq ! \ ADDRr-�Fn 5GDH5 NOIGA APR.04 201-1 7 ADDED SAW,DATA AUS.23201? COMMENTS SEP. 14,201-1 z� �' AMENDED BUILDING PERMIT DATA NOV.So 201-1 > 1 ' � O SGDHS NOIA JAN. 12 2018 > 50 O 25 50 100 Zi 19089-1 C; , Scale: I" 50' o O n DOU6L E. AMS,N.Y.S.P .NO.80 JOB NO.2016-0185DWG.2016-0185J:'p OF 3 1.. n: z PLOTTED BY:Diana Lopez PLOT DATE Feb 01, 2018 - 3:08pm DWG FILE: R:\2016\2016_0185\dwg\2016_0185-bp.dwg HOWARD POOL HOUSE GENERAL NOTES ROUGH CARPENTRY I r CONSTRUCTION NOTES 1 F GENERAL CONDITIONS 1 455 NORTH VIEW DR ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND CONTRACTOR SHALL COORDINATE THE WORK OF TRADES REQUIRED FOR THE COMPLETION OF ALL ROUGH CARPENTRY SHALL BE EXECUTED IN CONFORMANCE WITH THE AMERICAN INSTITUTE OF ALL DIMENSIONS GIVEN ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CAREFULLY FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS ORIENT, NY 11957 TIMBER CONSTRUCTION"TIMBER CONSTRUCTION STANDARDS",AITC 100. ALL OTHER APPLICABLE CODES,RULES AND REGULATIONS. WORK INDICATED IN THE CONTRACT DOCUMENTS AND FOR COORDINATION WITH OTHER WHEN NOT OTHER IDENTIFIED,ALL WOOD BEAMS,JOISTS,RAFTERS,HEADERS,STRINGERS,PLATES XT INDICATES FINISHED DIMENSION) SHOWN CT DRAWINGS PRIOR N COMMENCEMENT T THE WORK,AND SHALL NOTIFY THE E CONTRACTOR SHALL CARRY LIABILITY INSURANCE AND WORKMAN'S COMPENSATION INSURANCE CONTRACTOR(S)ENGAGED BY OWNER FOR WORK CONTIGUOUS TO THIS CONTRACT.NO AND SILLS SHALL BE SPRUCE,PINE,OR FIR#2 OR BETTER,WITH A MINIMUM Fb=875 PSI(SINGLE EXTERIOR WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE DOCUMENTS AND FIELD WITH BASE BUILDING STRUCTURE UNLESS NOTED OTHERWISE MEASUREMENTS. IN THE AMOUNTS REQUIRED BY LAW AND AS OTHER WISE STIPULATED IN THE CONTRACT WORK DEPENDENT UPON ANOTHER TRADE SHALL BE STARTED UNTIL THE WORK OF THE PRIOR USE)AND Fb=100 PSI(REPETITIVE USE),AND E SHALLBE 1,400,000 PSI OR BETTER. WOOD STUDS MAY BE DOUGLAS FIR OR EASTERN SPRUCEGRADED"STUD"GRADE #2 OR BETTERCONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF TEMPORARY SHORING, , , . DOCUMENTS. TRADE HAS BEEN SATISFACTORILY COMPLETED. ON DRAWINGS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, BRACING,OR OTHERWISE PROTECTING ANY PROTION OF THE EXISTING STRUCUTRE AND UTILITIES -- STUDS TO BE CONTRACTOR SELECTED,GOOD QUALITY,TRUE AND CONSISTENT,WITHOUT ALL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR RESPECTIVE TRADES. ALL WORK SHALL BE INSTALLED TRUE,PLUMB,LEVEL,STRAIGHT,SMOOTH,WITH TIGHT-FITTING TWISTING,EXCESSIVE BENDING OR CHECKING. OMISSIONS AND/OR CONFLICTS BEFORE PROCEEDING WITH THE WORK. FROM DAMAGE DURING CONSTRUCTION.THE ENGINEER IS SPECIFYING THE FINISHED CONDITION COMPLY WITH THE O.S.H.A.INCLUDING SPECIFIC RESPONSIBILITIES TO PERFORM REPORTING JOINTS,AND AS OTHERWISE CALLED FOR SUCH THAT IT IS COMPLETED IN A WORKMANLIKE LVL BEAMS AS NOTED ON PLANS SHALL HAVE A MINIMUM Fb=2800 PSI,E-2,000,000 PSI,AND FOR DOOR TYPES AND DOOR SCHEDULE SEE DRAWINGS A1.1. ONLY,WITHOUT ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR C W B INR C H I T E C T 5 45 Mijin Street RECORDING REQUIREMENTS.OBTAIN INFORMATION REGARDING RESPONSIBILITIES UNDER THE ACT. MANNER AND AS OTHERWISE STIPULATED IN THESE CONSTRUCTION DOCUMENTS. Fv=285 PSI.LVL BEAMS SHALL BE"MICRO-LAM"BY TRUSS JOIST MACMILLAN,OR APPROVED EQUAL. ALL DOORS SHALL BE UNDERCUT,TO CLEAR FINISH FLOOR OR THRESHOLD BY 1/411f WILL ACHIEVE THIS RESULT. Su;t 8z4 PROVIDE AND MAINTAIN BARRIERS,SIGNS,ETC.FOR PROTECTION OF UNSAFE AREAS.PROVIDE KEEP THE CONSTRUCTION SITE IN A NEAT,ORDERLY FASHION. WOOD"I"BEAMS SHALL BE"TJI"BY TRUSS JOIST MACMILLAN,OR APPROVED EQUAL. UNLESS OTHERWISE NOTED ON THE DOOR SCHEDULE DESIGN LIVE LOADS: Vrooklyn,r;y 112o1 ' MANUFACTURERS RECOMMENDATIONS FOR BEARING REINFORCEMENT,CUTS,CANTILEVERS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT COMPLY ROOF=30 PSF L, . AND PAY FOR PERMITS,FEES AND SPECIFIED INSPECTIONS.PROVIDE CERTIFICATES OF INSPECTION KEEP CONSTRUCTION DEBRIS IN DESIGNATED CONTAINERS AND REMOVE FROM THE SITE AT If'] 718 624 1700 GENERALLY ISSUED BY GOVERNMENTAL AGENCIES OR UTILITIES ALL REQUIREMENTS.DO NOT SCALE DRAWINGS.DIMENSIONS GOVERN.LARGER DESIGN WIND LOADS: S CONCERNING PROJECTS OF THIS REGULAR INTERVALS TO AVOID UNSIGHTLY OR HAZARDOUS SAFETY CONDITIONS. FASTENING,ETC.SHALL BE STRICTLY ADHERED TO. IF]71S 624 32312 PLYWOOD WALL SHEATHING, ROOF SHEATHING AND SUBFLOORING SHALL BE APA GRADE, SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGS STRUCTURAL ELEMENTS AND GLASS:30 PSF TYPE TO THE ARCHITECT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION. WORK UNDER THIS CONTRACT SHALL BE VACUUM CLEANED WITH LIGHT FIXTURES,AND WINDOW DO NOT SCALE DRAWINGS. iv�v v.cNfbar h+t cts rc�m TRADEMARKED C-D INTERIOR WITH EXTERIOR GLUE.SUBFLOORING SHALL BE 3/4"THICK TBG,AND WHEN CONTRACTOR IS IN DOUBT AS TO THE TRUE MEANING OF THESE CONSTRUCTION GLASS CLEANED OR POLISHED. SHALL BE GLUED TO FLOOR JOISTS WITH AN APPROVED ADHESIVE PRIOR TO NAILING.ROOF CONSULTANTS DOCUMENTS,THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT. THE CONTRACTOR IS STRICTLY RESPONSIBLE FOR A WATERTIGHT BUILDING CONDITION IN ALL SHEATHING SHALL BE 3/4"THICK AND SHALL BE TBG OR ALIGNED WITH METAL"H"CLIPS DO NOT SCALE DRAWINGS.THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND AREAS WHERE WORK UNDER THIS CONTRACT IS UNDETAKEN.CONDITIONS BELIEVED TO BE BETWEEN RAFTERS.WALL SHEATHING SHALL BE 3/4"THICK. CIVIL ENGINEER YOUNG £r YOUNG VERIFY ALL DIMENSIONS MARKED VIF.CONTRACTOR SHALL NOTIFY THE ARCHITECT IN CASES POTENTIALLY PROBLEMATIC ARE TO BE REVEIWED WITH THE ARCHITECT PRIOR TO COMPLETED ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY,AND WHEREVER WOOD IS OF DIMENSIONAL OR INFORMATIONAL DISCREPANCIES OR CONDITIONS REQUIRING CLARIFICATION CONSTRUCTION OF THOSE AREAS. WITHIN 8"OF FINISHED GRADE OR PART OF PORCH CONSTRUCTION,SHALL BE PRESSURE TREATED. 400 631.7277.2303.2303 O AVENUE RIVERHEAD,NY 11901 JOIST AND BEAM HANGERS SHALL BE BY SIMPSON STRONG-TIE CORP.CONTRACTOR SHALL ER BEFORE PROCEEDING WITH THE WORK. PROVIDE AND PAY FOR TEMPORARY FACILITIES NEEDED TO COMPLETE THE WORK. tcwPyoungenaineering.com STRICTLY ADHERE TO MANUFACTURER'S FASTENING REQUIREMENTS. DIMENSIONS ARE TO ROUGH STUD UNLESS NOTED OTHERWISE. THESE TEMPORARY FACILITIES INCLUDE,BUT ARE NOT LIMITED TO:FIRST AID,FIRE PROTECTION, UNLESS SPECIFIED OTHERWISE,PROVIDE AT LEAST TWO JACK STUDS BENEATH ENDS OF BEAMS CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS ON SITE PRIOR SECURITY,CONSTRUTION STORAGE,MOISTURE CONTROL,SCAFFOLDING,TRASH AND DEBRIS WHERE POSTS ARE CALLED OUT AS MULTIPLE 2X'S.(ONE KING POST,PLUS AT LEAST TWO JACK TO ORDERING MATERIALS,FABRICATION OR INSTALLATION. REMOVAL,LIGHTS,TELEPHONE,TOILETS AND HEAT IF REQUIRED. STUDS) THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING FINAL FOR WOOD JOISTS SPANS UP TO 14 FEET,PROVIDE A SINGLE ROW OF FULL DEPTH BLOCKING OF THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO ACCEPTANCE OF EACH BUILDING BY THE OWNER.STOP WATER LEAKS,CLEAN EFFLORESCENCE, BETWEEN JOISTS AT MIDSPAN. PATCH FINISH AREAS TO MATCH ADJACENT SURFACES. REPAIR SETTLEMENT AND SHRINKAGE CRACKS,REMEDY DEFECTS OR DEFICIENCIES CAUSED MEMBERS OF BUILT-UP BEAMS,WHERE MADE OF SAWN OR ENGINEERED LUMBER,SHALL BE APPROVED AS NOTED ONLY OVER SUPPORTS. PROVIDE INSTALLATION IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.OBTAIN BY POOR WORKMANSHIP OR THE USE OF INFERIOR MATERIAL OR EQUIPMENT WHICH DOES NOT SPLICED PROVIDE IMPSON H1 OR H2.5 HURRICANE TIES BETWEEN EACH RAFTER BOTTOM AND ITS V. DATE'� '-aa"B.P.# TECHNICAL INFORMATION REQUIRED FOR INSTALLATION FROM THE MANUFACTURER PRIOR TO MEET REQUIREMENTS NOTED AND/OR SPECIFIED.CORRECT DAMAGE CAUSED BY WATER LEAKS BEARING POINT. I ORDERING,FABRICATION,OR INSTALLATION OF ANY MATERIAL, DURING THE GUARANTEE PERIOD TO ORIGINAL CONDITION,AS DETERMINED BY THE ARCHITECT. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE THE 3 NOTIFY BUILDING DEPARTME TAT PROVIDE UNSPECIFIED PARTS REQUIRED FOR PROPER SYSTEM OPERATION OF BUILDING THE GUARANTEE PERIOD SHALL NOT TERMINATE UNTIL CORRECTIVE MAINTENANCE REQUIRED NEED FOR CUTS AND BORED HOLES IN FRAMING LUMBER.IN GIRDERS,BEAMS OR JOISTS,CUTS AND ^'/ `/ % .!� 8" 631-765.1802 8AM TO 4PM FOR THE ` i.\ BORE HOLES SHALL NOT BE DEEPER THAN 1/5 THE MEMBER DEPTH NOR MORE THAN 2"IN DIA., \ , GRADE 10 \!• : FOLLOWING INSPECTIONS: SYSTEMS ENUMERATED IN THIS CONTRACT. DURING THE PERIOD IS COMPLETED TO THE SATISFACTION OF THE OWNER AND ARCHITECT. /.%' `/ ` AND SHALL NOT BE LOCATED NEARER TO THE END OF THE SPAN THAN THREE TIMES THE MEMBER #.., ;>�\ \ , SEE PLANS FOR CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS IF CONTRACTOR FAILS TO PROCEED OR COMPLY WITH THE TERMS OF THIS GUARANTEE,THE /`. ELEVS \ \''. \ ` 1. FOUNDATION TWO REQUIRED DEPTH,NOR WITHIN THE CENTER THIRD OF THE SPAN UNLESS REINFORCED TO MEET STRESS FOR POURED CONCRETE WITHIN THE PROPOSED CONSTRUCTION AREA.CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE OWNER RESERVES THE RIGHT TO HAVE THE REPAIRS CORRECTED BY OTHERS AND BACKCHARGE GRADE CALCULATIONS. SEE PLANS 2. ROUGH-FRAMING&PLUMBING SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.CONTRACTOR SHALL HAVE THE CONTRACTOR FOR COSTS INCURRED. CONTRACTOR SHALL CAREFULLY COORDINATE THE LAYOUT OF FLOOR,CEILING AND ROOF FRAMING °' �. \ ` `` / �\' FOR ELEVS 3. INSULATION SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE WORK. SO AS TO NOT INTERFERE WITH LAYOUT OF LIGHTING FIXTURES AS INDICATED ON THE PLANS. 4. FINAL-CONSTRUCTION MUST SOLID BLOCKING SHALL BE PROVIDED IN ALL AREAS WHERE SOLID ANCHORAGE IS REQUIRED. \; \ BE COMPLETE FOR C.O. PROVIDE ROUGH CARPENTRY AND MISCELLANEOUS BLOCKING AS REQUIRED,CORRELATING + `� �;` , ;' '` ALL CONSTRUCTION SHALL MEET THE LOCATIONS OF FURRING NAILERS,BLOCKING,ETC.TO COMPLY WITH DESIGN REQUIREMENTS., GRADE REF DR SCHED REF DR SCHED REF DR SCHED SEE PLANS FOR ELEVS REQUIREMENTSOFTHECODESOFNEW - - - - -- - - -- - --- - - SEE PLANS FOR ELEVS \ R - -- DESIGN GRADE YORK STATE NOT RESPONSIBLE FOR ,�'. OR CONSTRUCTION ERRORS li ' I . I i � .rte \ % \ `' / \`.� •• `�• � ,.\♦ / � » �, /.� '\� ;; it I II I II li I _' `i ./\' '/ �•` �'` •; �`/� `� ,\ / N '•`f/ \;' ,.' ./ �f, 4"PVC DRAIN PIPE y iv WRAPPED IN �, + ''4 4"PV I 1 C r I n ` — I I I '� I ,I I , ♦i` GEOTEXTILE TYP. 4� •/ II - , I DRAIN PIPE I I . • II I �''. 1' -0" f•: WRAPPED IN �• IMP 0 P S S N HDU4 SDS2. W Z MAX COATING 5 IG i I , I i , GEOTEXTILE I ♦ ' I qy �1� . . °• .•; k ., TYP. I III I /,` \ ♦ • {'y/�''/�,\J 0 I i i I 0 VIII ! 0 i t' / `♦ '� II — - - - _ ,v♦ . W ,,, W v MIN CRUSHED STONE,- X, TONE, --� = li • = i 3 Lc ` . i I N FINES,ES TIP. c � \ I I P° i . I!, I / F i I I I; W W W L' 1 1 REINFORCED N I CO C REINFORCED N I,II , C CONC r n II. I STEM:# REBAR 4 @ 10 O.C.VERT #4 REBAR @ 12 O.C.VERT #4 REBAR @ 12"O.C.HORIZ #4 REBAR @ 12"O.C.HORIZ HEEL:TRANSVERSE:#4 REBAR @ 10"O.C.VERT 1.5"MIN COVER I II w I I . , LONGITUDINAL:#4 REBAR @ 12"O.C.HORIZ f i �•v II I C g 1.5 MIN COVER,TYP i 1 II ,. a (1 I I n RETAINING WALL RETAINING-WALL E 1 " — - SCALE 1/2 1' O D 1 SCALE 1/2 - 1' 0" j TYP HOLD DOWN DTL 1 N.T.S. 4 11 3 8 8" TYPE D1 TYPED TYPE E SINGLE SWING EXTERIOR DOOR SINGLE SWING EXTERIOR DOOR ' SLIDING EXT EXTERIOR DOOR TRUSTILE EXTERIOR DOOR TRUSTILE EXTERIOR MDF DOOR UPSTATE STAVE CORE DOOR ' GRADE IHR FIRE-RATED 1 HR FIRE RATED GENERAL NOTES: GRADE SELF-CLOSING ?, SEE PLANS FOR ELEVS c f. '` SEE PLANS FOR ELEVS GRADE • \;. j \` SEE PLANS FOR 1)FOR FLR B ROOF ASSEMBLY DETAILS SEE 1-2/A-701 - u; REF DR SCHED REF DR SCHED �, i � ELEVS 2)ALL EXTERIOR WALL TYPES SHALL HAVE R-30 INSULATION AND ROOF ;\ PATIO ` `" CONSTRUCTIONS SHALL BE R-49 PER 2016 ENERGY CODE + SEE PLANS FOR ELEVS REQUIREMENTS. GRADE is \ , ,% ! %':, i� STEP SEE PLANS SEE PLANS FOR ELEVS FOR ELEVS CRUSHED STONES f NEW OR EX'G SUBFLR AS REQ'D \\ i �'' ,'\, \> `\` N ` /` tl \ _4 PVC DRAIN PIPE WRAPPED IN N _4"PVC DRAIN PIPE :, 3° `; ; \'iv _ 11 ♦ GEOTEXTILE,TYP. �i ` I ':�. 4 PVC DRAIN PIPE WRAPPED IN 91'' a WRAPPED IN GEOTEXTILE,TYP. ;� GEOTEXTILE,TYP. W = EX'G OR NEW FLR STRUCT B - - s V ti BRIDGING, REF TO STRUCT 6 MIN CRUSHED 6"MIN CRUSHED STONE, II - cr cr DWGS 6 MIN CRUSHED STONE, =� / o o STONE, `. -- NO FINES,TYP. `. y.p -:,"x;., i, u W REF DR SCHED \: %\^ _ NO FINES,TYP. z ' NO FINES,TYP. 2'-911 ' i' // \TF ' 2'-611 V. z W % 11.18.2022 DOB AMENDMENT j y 7/8"MTL FURRING CHANNEL REINFORCED CONC REINFORCED CONC REINFORCED CONC w NOT A FIRE-RATED 1 03.26.2019 DOB AMENDMENT #4 REBAR @ 12"O.C.VERT #4 REBAR @ 12"O.C.VERT #4 REBAR @ 12"O.C.VERT o (1)LAYER 5/8"GWB AS #4 REBAR @ 12"O.C.HORIZ #4 REBAR @ 12"O.C.HORIZ #4 REBAR @ 12"O.C.HORIZ 4 a 04.11.2018 DOB FILING _. __-. 1.5"MIN COVER 1.5"MIN COVER 1.5"MIN COVER REV NO DATE ISSUED TO TYP FLOOR ASSEMBLY RETAINING WALL RETAINING WALL RETAINING WALL - V-0' c 1 SCALE 1/2 - 1 0" Bl SCALE 1/2 = V-0" Al TYPE C TYPE B TYPE A SCALE 1" = 1'-O" SCALE 1/2" - " - '_ �� - PICTURE WINDOW MULLED TO CASEMENT WINDOW CASEMENT WINDOW AWNING WINDOW MARVIN MARVIN MARVIN IMPACT ZONE 3 IMPACT ZONE 3 IMPACT ZONE 3 1"XPS RIGID INSULATION ACOUSTICAL SEALANT,TYP EXTERIOR DOOR UNDERSIDE OF CLG/FLR 3/4"WD CEILING OVER UNDERSIDE OF CLG/FLR BOARD W/SEALED JOINTS £t WINDOW TYPES STRUCT PLYWOOD STRUCT UNDERSIDE OF CLG/FLR UNDERSIDE OF CLG/FLR w HOWARD POOL HOUSE SCALE 1/2" = V-0" \ STRUCT STRUCT \ ' 455 NORTH VIEW' DR WINDOWS & EXTERIOR DOORS _ - -- ORIENT, NY'1 1957 NO TYPE MFR MODEL MATERIAL OPERATION HDWR FRAME SIZE(WxH) REMARKS 1 LAYER 5/8"GWB --- �PNT PLYWD SHEATHING _ _ SPEC'D FIN CLG SCHED FIN CLG , - _ (1)LAYER 5/8"GWB -__ _-- CEILING B WALL - GROUND FLOOR -- CEILING B WALL 3/4"PLYWD SHEATHING � MINERAL WOOL INSUL, - USE(1)LAYER 5/8"TYPE _ W/SPEC'D BLDG WRAP ON UNPAGED 002A D TRUSTILE VG1000 EXTERIOR DR MDF SINGLE SWING 2'6"W x 7'O"H W/1/4"KERF CUT,WIDE - FACE / PLANK,1-3/4"THICK MINERAL WOOL INSUL GWB AT FIRE RATED MINERAL WOOL INSUL ,` SEE FDN PLAN S-101 -- _ ..,.,... ._„..,...m, .. _,.._.__._. _664A ..._.__..._,....__..._,__..w_.._,..„._.-. .___. ,....... ,.._....... .........,,�-..,_..._,.. .. ......... _...... ...__.....,....,..__....-.__....,_..-._._._,.. ...._......_.. ...._............,_. .._....-_-..,.........,... / SHFET TITLE 0028 A MARVIN CUAWN2424 CLAD WD AWNING 2'(Y'W'x 1' 11 1/8"H „_.,.. _.-_- AREAS 003A D1 TRUSTILE VG1000 EXTERIOR DR MDF SINGLE SWING 2'-6"W x T-0"H W/1/4"KERF CUT,WIDE PLANK,1-3/4"THICK -- 004A D TRUSTILE VG1000 EXTERIOR DR MDF SINGLE SWING 2'-6"W x 7'-0"H W/1/4"KERF CUT,WIDE NOTES - - 3/4"PLYWD W/SPEC'D __ PLANK,1-3/4"THICK / BLDG WRAP ON FACE _- - � • ` (1)LAYER 5/8"GWB (1)LAYER 5/8"GWB EACH GENERAL ` SIDE fit- WALL TYPES 1ST FLOOR 2X6 WD STUDS W/BRACING I AS REQ'D; - EX01A D TRUSTILE VG 1000 EXTERRIOR DR MDF SINGLE OUTSWING 2'-4"W x T-0"H W/1/4"KERF CUT,WIDE USE 2X4 @FIRE RATED ---! f PLANK,1-3/4"THICK AREAS =___ 2X6 WD STUDS W/ - _ _.__...._,. __.._.,...._..... ......._.._, .. _.....,.. _. _. __.....-.. . ... _.__... .. ... ..... _... . ...-_.._._._ .. VERTICAL FURRING ST f. '` 2X4 WD STUDS 1" L BETWEEN RIPS 2X4 WD STUDS W/ BRACING AS REQ'D SEAL AND SIGNATURE CWB PROJECT NUMBER 101A E UPSTATE CUSTOM STAVE CORE SLIDING POCKET DR 6'-0"W x T-10"H W/1/4"KERF CUT,WIDE — __ - / BRACING AS REQ'D NR Hf/ (FINISHED) PLANK 1-3/4"THICK; - \` �Q. � C08{�R C►� 0649 ADD 1"TO WIDTH AND HT TO _ OPTIMIZE FOR POCKET -- --___ 3/4 CEDAR SIDING ----- DRAWN BY _ _..... ...__........,.. _._.._. . . .- . _..,... _.. m.. .....,,.._... - _.._...,.,_.._.._..... _.,,.-_,-.......- _.,........-.... ........._.. .,.. . - - 3/ CEDAR SIDING N .I. D II 4'I 1018 B MARVIN CUCA2472T CLAD WD CASEMENT 21-0"W x 5'-11 1/8"H _.............._ __ _------ ....__.,.,._.._.- ._._._.. __. M_. .,_.__..,._.. ,.,....,.... ... .-...,.,. -.,_... .... __. ......,.. ,.. .. .w.,.._. ..__,..,..... __ ----. ,_.. SPEC'D FIN FLR FIN FLR - / SPEC'D BASE(AKEK BASE AS SCHED € JRB 101C C MARVIN CUCAP6472 MULLED TO CUCA3272 ET CLAD WD PICTURE MULLED TO 5'-411 W x 5'-11 1/8"H TO _ , \ OR APPROVED EQ.) - REVIEWED BY CASEMENT. ..__..,-., • 2'-8"°W x 5'-11.1/8"H ._... .. --. ....__.._..__.,., . 101D C MARVIN CUCAP5672 MULLED TO CUCA3272 EF CLAD WD PICTURE MULLED TO 4'-8"W x 5'-11 1/8"H TO _ -CLAD, CASEMENT•,,,_ , •-•- µ2'-8"W x 5' 11 1/8",H.,- __•• NOTE:WALLS AROUND ROOM[0031 SHALL Q SPEC'D CONC FLR TOP OF SUB FLR s► p25�1� •$� SHEET LS 101E B MARVIN CUCA2472T _. CLAD WD CASEMENT 7-0"W x 5'-11 1/8"H HAVE 1 HR RATING. CONT ACOUSTIC SEALANT, _. ...._.-,.._..... .. ,.. ..._.._...._..._°. ,. _........, ,.. ...,-..... .-., .. _.. .............. _ .......... .,. 3/4"AIR GAP UNDER TYP �� Of 101F B MARVIN CUCA2472T CLAD WD CASEMENT 2'-0"W x 5'-11 1/8"H GWB 02 OF 07 GENERAL NOTES: TREATED WOOD NOTE:WALLS AROUND ROOM[0031 SHALL SHEET NUMBER 1. REFER TO PROJECT MANUAL FOR ADDITIONAL SPECIFICTIONS. BOTTOM PLATE HAVE 1 HR RATING. 2. GCTOVERIFYALLMAS OP'G/ROUGH OP'G DIMS&NOTIFY ARCH OF ANY DISCREPANCIES. EXTERIOR WALL: G uul 3. GC TO COORDINATE FACTORY-APPLIED EXTENSION JAMBS W/WALL THICKNESSES.GC TO VERIFY ACTUAL WALL THICKNESSES PRIOR TO ORDER. TYPE Ell D WALL TYPE E C WALL TYPE D WALL TYPE A A • 4. GC TO PROVIDE COORD SHOP DWGS OF ALL UNITS. SCALE 1-1/2" = V-O" SCALE 1-1/2" = V-0" SCALE 1-1/2" = V-011 SCALE 1-1/2" = V-0" 5.SEE EXT ELEVS FOR ACTIVE SASH DESIGNATIONS B DR SWINGS;VERIFY OPERATION IN FIELD W/ARCH PRIOR TO ORDER. C W B a R C H I T E CTS HOWARD RESIDENCE CONSTRUCTION GENERAL NOTES 455 NORTH VIEW DR 1.CONTRACTORS MUST COMPLY WITH THE RULES AND REGULATIONS ORIENT, NY 11957 OF AGENCIES HAVING JURISDICTION. 2.THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE CONSTRUCTION FLOORS DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES. 3.CONTRACTOR RESPONSIBLE TO V.I.F.ALL DIMENSIONS. CWB '� RCHITECTS {5l✓an>tret 4.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE/SHE CANNOT COMPLY WITH ALL REQUIREMENTS.DO NOT SCALE Suite 424 DRAWINGS.DIMENSIONS GOVERN.LARGER SCALE DRAWINGS SHALL Mooklynz NY 11201 GOVERN OVER SMALLER SCALE DRAWINGS. ;;,1 71g bµ, 1.�0{, 28'-0" 5.WHERE CLEAR DIMENSIONS ARE INDICATED,DIMENSION(S) [r)718 62.13232 101 101 INDICATED MUST BE MAINTAINED. ntn w.c wbarchitects corn C C D CONSULTANTS = 6.ALL DIMENSIONS GIVEN ARE TO FACE OF GYPSUM BOARD UNLESS - OTHERWISE NOTED. ... ...... YOUNG YOUNG ENGINEER THRESHOLD BY / UNLESS OTHERWISE NOTED ON DOOR SCHEDULE C 101 .......... .... ........ .. . . R AVENUE RIVERHEA Y 11901 I 1�L BE 400 OSTRANDE D N RUT TO CLEAR FINISH FLOOR OR _ . 631.727.2303 _ WOOD DECKING ON _. .. STORAGE 8 PERMANENTLY SECURE ALL POINTS OF POSSIBLE INFILTRATION BY tcw(@vounaengineering.com 101 AIR,VERMIN,INSECTS,AND OTHER UNWANTED CREATURES. _... . ... .. .... . . LCC COPING C UNCONDITI NED, :. ._ ........................ .................... . ; . FINISHED SPACE ..... ........ ..... @ 4„ 42"NIETAL ST STL WIRE INFILL 0 _-...._' ........ ......... WOOD *113' ST FLR 2 W. ROOF DECK D.C.OCIP CONCRETE STAIR , WOOD STAIR AND STORAGE .:. _ . BELOW - 1 Ail BENCH _ 0 101 j 101 PSL COLUMN; 17 ------ _ .... _.. ._ I -------16 SEE STRUCT... o 15-: . ..... 3'0".. _ I 10 BENCH 14 - NEW RETRACTABLE CLR TYP.. : F------- - ( _ 13.. SCREEN BY PHANTOM; I I _.. ....... ,. _. ..... .... . ... .. MATCH DR F------- 4 12 CASING COLOR I F------- 5 T.O.WALL — — — — = 8 - p - CONCRETE RETAINING WALL 1 1 { tp , jj L _ � 6. 10 1 r` _. 1 13: 4 6 7 ;' 8 9 w 1 2 '3 ' 4 5 6 7 8 92 � � .- _ ._.... . ... oR 7+1 r o 1 a R @ I -" .. 4 SIDING W/OPEN SEEMS SCREE T@ 11•. . v~i A l 19 AROUND STAIR UP N 1 A-701 10 Hi ji 1141 a C • 12 EXT WOOD STEPS ON LU CONCRETE PAD 13 z w Z 2.. 14 Y < WOOD DECKING z 15 U -------' m a 4" w E— N w cn 9'-5 1/4" T-0 3/4" 11'-6" CONSTRUCTION PLAN: CIP CONCRETE PLANTER CONSTRUCTION PLAN: ROOF PLAN WITH TAPERED TOP FIRST FLOOR SCALE 1/4" = 1'-0" EDGE PROFILE SCALE 1/4" = 1'-0" CD I 106: EXPOSED CONCRETE RETAINING WALL I NEW IN-GROUND POOL W/HOT 4 TUB;PART OF SEPARATE "' I 108 APPLICATION a. cc OUTDOOR SHOWER ` Q B HOSE BIB 5'6 _.._. . .. . - - ....... d 4 - MAHOGANY DECK ON 2X6S .......... ...... I 062 HOLD..... @16"OC -----__ -__- NEW OR 2 b"x 7 0' . y. B I. HALF BATH ' j _. -.. 11.18.2022 DOB AMENDMENT 002 OA02 k 2 EXPOSED CONCRETE WALL f .. .. 03.26.2019 DOB AMENDMENT 6 { Z _... 04.11.2018 DOB FILING U w BL ESTONE PAVERS r: . I I co POOL DECK REV NO DATE ISSUED TO SYMBOLS LEGEND U ON THE FLR E E ER R { . 103' :_...._... 11 it no N T000E t DESCRIPTION OP IO SYMBOL V,,I ROOM ROJECT NORTH NAME 1101HEATERAROOM TAG.NAM , UMBE AREA ELEC PANEL MOUNTED ; 003 8" __ SF E N R Fr(METER @ EX'G MAIN HOUSE c UTILITY A 10'0 EXG CONSTRUCTIONRESIDENCE EQ. EQ 3,-g . . . -- ------ HOWARD It o a EXG CONSTRUCTION TO BE REMOVED .N f Hw _..... ........... . . --'-_--_ 455 NORTH VIEW DR UTILITY ROOM TO BE j D 1 NEW CONSTRUCTION ORIENT, NY 11957 1 HR RATED @WALLS£r -------__ o -:- - - - -- OVERHEAD { 2 } { T.O.BENCH CEILING 3 M +/ 104' 9" - HIDDEN BELOW PNT MDF SHELVING ON 4 i STORAGE A Op 4 - CIP CONIC BENCH WITH STANDARDS£r { 4 .. ,SINK.. TOP;ALIGN WITH BRACKETS THIRD STEP I { 004 � ' SHEET TITLE BLUESTONE T P� { O NEW"R2VO-0• ' EX'GDOOR 1 SIM N PLANS : 6 CONSTRUCTION . _ I - CONCRETE RETAING GROUND FLR, 1ST FLR, { MINI REF 8 WALL,SEE STRUCTURAL PANTRY CABINETRY LOC'D i DRAWINGS BY OTHERS IN CAB t NEW DOOR ROOF r i .. t -..,,,_..,._J,,,,r.,,,.,--- WOOD STAIR SEAL AND SIGN B PROJECT NUMBER 17'-0" ` SECTION DWG NO Fr DISPLAYS SHEET NO I N�r� 0 SE )�►�C 8'0 `� �__ DRAWN BY 0649 FOUNDATION WA INDICATOR TYPE ( LL WALLS TYPE _Op N R LL 1 N ) A U 0 JRB .: ...... VIEWED BY _.___w___-_- rE EM ELECTRICAL METER O cM GAS METER art �, LS CONSTRUCTION PLAN: WM WATER METER tS�w�T OFA SHEET GROUND FLOOR ® ELECTRICAL PANEL 04 OF 07 SCALE 1/4" = 1'-0" SHEET NUMBER Br BATH EXHAUST FAN;REFER TO DRAWING FOR SPECIFICATIONS SDCOMBINATION SMOKE/CARBON A 2 ■ 0 2 CO MONOXIDE DETECTOR CVVB 4RCH ITECTS HOWARD RESIDENCE / 455 NORTH VIEW DR _ \ ORIENT, NY 11957 \jI G AR DE ——'--� GRADES \ \ � I �� 106'-3" : , 106'-5"a � \ a " PROPOSED ROOF DECK FF, „ < TREE TO BE REMOVED 123'-0": a 106 NEW SHED FOR POOL EQUIP AND PROPANE 15'-0" ' '' % '%� o \ PROPOSED POOL HOUSE LOCATION TANKS. POOL EQUIP BY OTHERS SETBACK 3 / — -❑ `' .'' �� ` �❑ CWBNRCHITECTS 45 Main Street .i,.. . o I A-501 1 0 108 PORTION OF EXISTING DRIVE TO BE ' " GRADE REMOVED Suite 824 GRADE 15'-0" 2'-g" 109'-4" \ Brooklyn.NY»207 SETBACK 104 102 / / ( __ \ EXISTING TOPOGRAPHY iI 1 718 624 7700 MAINTAIN NEIGHBORING F1 718 624 3232 DRIVEWAY T.O.WALL / a -- I 110` \ www.cwbarchitects.com 106' o _ D I \ \ \ \ \ CONSULTANTS \ CIVIL ENGINEER I \ YOUNG Et YOUNG RELOCATE LIGHT POST / ,C "9' — d PROPOSED POOL;PART OF SEPARATE \ 1 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 I 106 APPLICATION \ \ I 631.727.2303 a ° a \ tcwP"ungengineering.com 1 ------ 104 - - T.O.WALL( _-_, POOL DECK ............................LIGHT 109 ° NEW WOOD POOL DECK __n: 103' I ❑ I ❑ _- .-,"+ __......_x_..._,_,.•__ .._-__ _ ... _ __-..__ ..._.:.�: . . T.O. T.0 --..=- . 106' `� �W�\ � � �\ I 2 _ A 501 .J, .,� A-501 -- E EXISTING HOUSE TO REMAIN SIM ��_: -::::.:::::-:::::.�___r.. ............... �•__�. _ - - - - - LLT.O. NEW CONCRETE RETAINING WA , G T-9.. ROOF DECK:.' ._. - 108 v `_;µ._..Y N �- �— WALL AT 5 ABOVE POOL DECK OF DECK ELEVATION COMPLIANT: 123,- _. .._..,-_._. - ._--.._- ._.. :_ i��. ROOF AVERAGE .. .........................:............. FENCE r' .r.._� AVERAGE GRADE =107 9 -- - ;• EXPANSION JOINT; PROVIDE BITUMINUS -LL, -- ;-. + 16-0 MAXIMUM ALLOWABLE BUILDING HEIGHT= 123'-9" GRADE DIAGRAM 110 \ _. TOP,BACKER ROD ,f = ,� ............................. ... ._.. .... ;.w>•,,. ^•..;•.' r' - ,! �. PROPOSED ROOF DECK HEIGHT= 123'-0" SCALE 1/16 1-O NEW POOL HOUSE. AVERAGE GRADE AND ELASTO ER C FILLER COLOR TO r AROUND BUILDING SHALL BE+10T-4" — ? ;,:. ::;; ,.3. r M r MATCH CONCRETE,TYP. _. IMAX BLDG HT= 107'-4"+16' = 123'-9° _ r C 123'HT IS COMPLIANT r "� TO WALL -- 110'` A f" WALL „ 112' \ GRADED LANDSCAPE SHALL BE PLANTED N 0 `V. j f {'2y WITH NEW SOD A-501 YARD eo \ I F__� 112' w 0 112 112 110 NEW 4'FENCE AROUND POOL AND LOWER OO��E , , '80 0 ! �� 108 106 PROPERTY oO�N ,,yl, ,.,;...,'' 8` \10 2 I x-10 C N 84� _ -11 11 .°' 904 NEW 4 FENCE DIES INTO EXISTING – 0 STING I :"•. :: a 0 6 z X92 ' NEIGHBORING FENCE AT PROPERTY LINE. �- R @ -9/16" -_ - T 12" UP NON-TURF BUFFER = 50'. NO GUTTER TO BE ADDED FOR ALL - �0� NEW WOOD STAIRS!f DECK TO EXISTING ro, 94 '>.. . , •/� ' . REMOVALS OF EXISTING VEGETATION AREAS OF IX'G HOUSE.SEE ENG HOUSE98 i WITHIN THIS ZONE. DWGS FOR DRYWELL LOCATIONS -�f , NEIGHBOR'S IX'G FENCE;PROTECT THROUGHOUT CONSTRUCTION DOORS FROM HOUSE TO POOL AREA SHALL 100 106 BE ALARMED. - r i -----SEE ENGINEERING DRAWINGS FOR NQ FSS %'`j FT�gC" SEPTIC SYSTEM RFQUIREMENTS -h:3VIDE PERIMETER DRAINAGE AT ALL FOUNDATION AND RETAINING WALLS ENLARGED K •PFOVIOE WEEPS AT ALL RETAINING WALLS AT 15'-20'O.C. WEEPS TO BE ON CENTER OF SITE PLAN I / a GRADED LANDSCAPE SHALL BE FORMWORK PANELS '3 15-0 PLANTED WITH NEW SOD GC TO LOCATE AND PROVIDE AREA DRAINS AT POOL DECK FOR ARCHITECT'S APPROVAL. SCALE 1/16" = 1'-O" SETBAC \ : POOL,BLUESTONE COPING,AND ALL 104 \ RELATED POOL EQUIPMENT BY 102 OOL EQUIPMENT AND WOOD ENCLOSURE MAINTAIN NEI HB RIN G 0 G m 1 DRIVEWAY DRIVEWAY HALL �,, w... NOT BE OBSTRUCTED AT ANY -- ti .. .. . ....., .•.,..,.-., .,.,. ..._. ..- ,.•.-:•- ,..'.:....,.. . •...: .. .. .•.:.:.. -.. :. -. 104 IN WALL ,.., ,.. , . • . :g0�, '.:...::.:; NEW CONC RETAIN G TIME.' ,..,. -.,•,,.. 75 9 - :>:> :.:... .;.•:.'.. .., -. ..,.-. { T POOL AREA NEW W D 00 DECK A . ....-. .. .... ; ,. ,.. \ OST", LT P i .00 :. _777- NEW CONC RETAINING WALLT • ;.;:. M WALL AT 5 ABOVE POOL DECK 108 APPROX 184 SF WOOD PATIO SURFACE; FIELD COORD LAYOUT. PATIO DRAINS TO \ GRADED LANDSCAPE SHALL BE GRAVEL BEL. FENCE c 3c ", ,. °, ` f . 106 - 12.0 _ _ 110 PLANTED WITH NEW SOD C? Q d 1 µ 104 1 ° 112 110 106 t (� NEW 4'FEN ❑c. CE AROUND POOL£t LOWER ;.. .`;,,•:•: 0 108 GUNITE POOL AND HOT TUB WITH BLUESTONE COPING, Y OT -` - �, ° _. .- HER;PART c r 108.,, ... .�: :. ---- �, ._r; :.'-'-'- . ' _ - PROPERTY. FENCE SHALL DIE INTO EXISTING __ o OF SEPARATE APPLICATION eo _ - j __; -_; I I NEIGHBORING FENCE AT PROPERTY LINE. GUTTERS TO BE ADDED FOR ALL- Z-1 LL _ NEW WD STAIRS£t DECK TO EX'G 09.04.18 DOB AMENDMENT j t . AREAS OF IXG HOUSE.SEE ENG IFS I t I I �i 106 HOUSE 04.11.18 DOB FILING t 4 DWGS FOR DRYWELL ,�, ❑ I I I: O0 OLOCATIONS DOORS FROM HOUSE TO POOL AREA 110 B° ALARMED. ALARM RFVNO DATE ISSUED TO I I POOL DECK SHALL BE R pp a SYSTEM B.O. 103 : f . I",I _.._i...........<. I 5,0„ .- _. - PROJECT NORTH . __.. . _. 8-0 . ......................:........._...:.._...:. .-::::::::::.-:::::::::::::::::..:::::::::::::::............A::::.:... ...._...a o i - 0 i 1 - / . - ..: ....... HOWARD RESIDENCE I C 110 455 NORTH I 108 :^ t{ Y � / �• �' � � � VIEW DR 106 / ORIENT, NY 11957 , � a 158 f / X104 -a i 102 / a j L.J ,i A-202 r- / / / SHEET TITLE 1'3" i +T—fi ( w, :. ... 100 - ( 2 2018 srl SITE PLAN : , : PROPOSED 8"CIP CONCRETE RETAINING WALL USING TYPICAL 3' FORMWORK ` / 98 / / \,/a ` POOL PLAN SECTIONS. ( ) / �0 / ��'�Dn'a�D� . ` ° 96" �, \% , a TOWN OF SOUTHOLD V _ l WOOD POOL DECK;DRAINS TO GRAVEL BASE J \ ai / 94�p � 1 LEGEND _r ' ' 0�❑ 92 SEAL AND SIGNATURE CWB PROJECT NUMBER RED ARC _ yam► c� R 'Sr 0649 ���OP� COeGT�� DRAWN BY JRB NEW TREE IX'G TREE WA- * * RanFWEDBY ' SOT - „ LS 0253A2 �0� SHEET CONSTRUCTION GENERAL NOTES SOP NE`N 03 OF 07 1.ALL NEW SHRUBS ft TREES PROVIDED Et INSTALLED BY OTHERS. SHEET NUMFBER POOL PLAN SITE PLAN A- 2 1 e (6) 1 SCALE 1/8" = V-10" _ .-- — SCALE 1/32" = V-0" CWOP,RCHITECTS STRUCTURAL PLAN HOWARD RESIDENCE GENERAL NOTES 455 NORTH VIEW DR ORIENT, NY 11957 1. CONTRACTOR SHALL PROVIDE STOP DRAWINGS FOR FABRICATED STEEL MEMBERS 2. ALL NON-BEARING PARTITION WALLS ARE TO BE CONSTRUCTED AFTER FLOORS ABOVE/BELOW ARE COMPLETED. PARTITION WALLS ARE NOT TO BE USED TO SUPPORT FRAMING. PROVIDE DEFLECTION TRACK AT TOP OF ALL PARTITION WALLS. C W B !� R C H I T E C T S 4;Main Street 3. FRAMING MEMBERS AND DETAILS NOT INCLUDED ON Suite 824 DRAWINGS ARE TO FOLLOW CODE PERSCRIBED DESIGN Brooklyn.NY 11201 METHODS. CONTACT A.O.R.IF REQUIRED FRAMING CONDITIONS iP]7,8 62q 7700 ARE BEYOND THE PERSCRIPTIVE DESIGN CRITERIA,INCLUDING ALL LOCAL WIND CONDITIONS. F]'718 624 3232 www.cwb rchitects.com 4.STRUCTURE HAS A DESIGN WIND SPEED =135 MPH, EXPOSURE T". CONSULTANTS CIVIL ENGINEER YOUNG frYOUNG 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 631.727.2303 Lm2youngengineering.com a i ?x6 @)6„ O.C. _.-------_._.------._-.---.--._...___ WOOD DECKING DIRECTION ROTATES ------------ -- -- ---------- ---_...--- __ -------..__... _ .. ._. .. ._........._..... --- _. AT NORTH PATIO b 3 .. .. ... ...._...._............... ... ........ ......._........._ ._.. .... .. __............_.... .... .. ................... ... JJ f {. ........... ............ . ................ < LOW CONCRETE RETAINING WALL, I SEE S-101 : j I ! 09.04.18 DOB AMENDMENT r € 2x6 @ 16° AEVNO DATE ISSUED TO 1 ' D.C. " y PROJECT NORTH OPEN TO EXTERIOR LJ 001 I HOWARD RESIDENCE 2X6 LEDGER BOLTED TO FACE OF CONCRETE,TYP 455 NORTH VIEW DR ORIENT, NY 11957 < < (2)2x12 STAIR STRINGER;GC SHALL I --- COORD WITH SLOPE OF STAIR RUN AS INDICATED IN ARCH DWGS SHEET TMLE _ - _, , �. . . ._.�.. . ....._..�.. . ..� _w.....-_._ � _��,.....N.._�.....,_._... ._�.. .�..: ..�.�....a.�_��.�� ..._...�.�.�_e. ._: . .- WOOD DECK : ....... ... FRAMING PLAN : .......... .. ... � SEAL AND SIGNATURECWB PROJECT NUMBER < (2)2x12 STAIR STRINGER;GC SHALL RED0649 COORD WITH SLOPE OF aAC STAIR RUN AS �S�OPN R• c 2SiT DRAWN BY INDICATED TED IN ARCH D . ;... . . WGS rl Z LS ...:._ .... .. .. REVI EWED BY IJ F � IIw 07 OF 07 DECK FRAMING PLAN SHEET NUMBER AT POOL _ SCALE 1/4" = V-O" S102000 1 CWBNRCHITECTS HOWARD RESIDENCE CONSTRUCTION GENERAL NOTES 455 NORTH VIEW DR 1.CONTRACTORS MUST COMPLY WITH THE RULES AND REGULATIONS ORIENT, NY 1 1957 OF AGENCIES HAVING JURISDICTION. 2.THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE CONSTRUCTION FLOORS DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES. 3.CONTRACTOR RESPONSIBLE TO V.I.F.ALL DIMENSIONS. i CWBARCHITECTS 45 Main Street 4.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE/SHE CANNOT COMPLY WITH ALL REQUIREMENTS.DO NOT SCALE Suite 824 DRAWINGS.DIMENSIONS GOVERN.LARGER SCALE DRAWINGS SHALL Brooklyn,NY 11201 28'-0" 1 GOVERN OVER SMALLER SCALE DRAWINGS. [P1 718 6214 1700 (F]718 624 3232 5.WHERE CLEAR DIMENSIONS ARE INDICATED,DIMENSIONS) www.cwbarchitects.com 101 101 INDICATED MUST BE MAINTAINED. - -'-'-'------' --'-----"" ACE OF GYPSUM BOARD UNLESS CONSULTANTS , C C D ... 6 ALL DIMENSIONS GIVEN ARE TO F .......... ............I ...I..... ........... ... ..1111... .. .. .- ................. . -.. .........................._.... OTHERWISE NOTED. .. .. ............. . .-.............. . . ...... CIVIL ENGINEER ..... ... 1 111... . ... .. . . 11. . ....... I. . ........ . ........ L --1111.. - 1111 .. ..11.11..._..... 1111.1111__ 1111.. __ 11 --.--- _1_,.. -- -11.1_. ____-______... 1111.11.11--- --11.11..- 1E1 THRESHOLD BY%4"UNLESS 11.11.1111_ 1111.._____._..._.11.11_ .. ESS OTHERWISE NOTED ON DOOR SCHEDULE E R i 7 ALL DOORS UNDERCUT TO CLEAR FINISH FLOOR OR YOUNG£r YOUNG _1111. . 1111....1111 1111._........ 1111 .. 1111_. R AVENUE IVERHEAD,NY ____. -11.11..... 11901 -1111 ..- ___­1 . . : ....... ._....__._..._----___......____. . _.......-___.__...._-_._._...__.__...__ _. . ____ _.__ .. ._-..__. 1111_- , 1- __.__- _11_1_-___.1.____.. __.-_. 1111___..._...____. -_-11.11 - KING ON _. _ 1111 .. . ."......... .... .... SLEEPER S E BY g WOOD DECKING S g TORAG POINTS OF POSSIBLE INFILTRATION �cwCa�oun0enaineerin .com - -- - AI VERMIN,INSECTS,SECURE OTHER UNWANTED CREATURES. LY ECU ...1.111.... . ... ...................................... . ........................ I 1111.. .....-I......I ................... .........._........ . .. . ..... ...................... ....................._: .. ............ LCC COPING 111-.1.... - - __11 -..,"-- -----" -- --"-" - - -. - - - __._. ..... ---------------------..._ _-------------_ _. -. ._ 11_11 ._ ... . � : UNFINISHED SPACE _14 :. 11 ................... . .............. . .. ............ .. ..... . .... .. ..... .................. 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ROOF DECK ............._.._ ................ .. � F CIP CONCRETE STAIR = 101 101 BENCH S ..1.. 111 .........._ ................ .......I.......I . . ............:....... ........::...:. .- -:.::.:::.:.....::::.:::.:::::.::........ .............................1 11:1..........._.............. BELOW - F 4 g 11.01, .:1111 ...._..................._..__.._.- -- _1 _1 . . . ____ - . ____.__:..._..__._-.._ __1111... . -__._ __L.-...._..___-__..___ -.__._�.__........___ __ _. _... .. ... -- 1111 .. - 11.11­7­1-- ... . - 1111.._.. ... _ SEE STRUCT ----- - _ .- _. . ;. _ 16- _ - " ..................................._..... 11.11----__._ _. _ _... .. -1111. _ ._._..._.. - - ---- 0 ..- ... ...... 1111... .......... _ _. ___ ___.,.. -.. _ 1111.__ _ -.1111 1111__ �.. 15 I F I .. ._1 ...1._._ . . - L._.. __.. . 1 __.1. ._._....____I - - -. ------ - - I 2:- �... .._......_.__..1111_.__1111...._.___-__--.. . . . . .. ..._._.. .. . . .. ... ... 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SIDING W1 OPEN SEEMS SCREEN „ _ ,i ; L, AROUND STAIR S 01 -o- UP _..._................... ........._.__.........._... ......_.. .._................ ..._. 1111.. T -- - - 1111.... 10 ,. a ,; @° 11 , is E: w 1111.. - - - 1111 _ --1111 , i! , : .. 1111. _... 1111._ _.._... .. . . -I I ,. ! , . ..........................I........................... cn A ;l I 9 � 11 ,, , 3 1111. ;:' : , A 701 :: ; : '`a , _ . 1 _.. -... _ Ill - -- .... ... .............:....................... _. Nm. 1111 1111 1111. h- EXT WOOD STEPS ON 12 :....�. _. - CONCRETE PAD I -111:1_:.:... : -.­13 1111 . W1. W1111 z z_ a 14 -j J .111 �..r;.:,;_.,1111 ... 1111,.. a WOOD DECKING Z 15 U 4° ---- m m o W C6 LU ti 9'-51/4" 1'-0 3/4" 11'-6" CONSTRUCTION PLAN: CIP CONCRETE PLANTER CONSTRUCTION PLAN: ROOF PLAN WITH TAPERED TOP FIRST FLOOR SCALE 1/4" = 1'-O" 3 EDGE PROFILE SCALE 1/4" = 1'-0" 2 gg - - ° iI _ .., , 9 106 °I, EXPOSED CONCRETE Q % -};:. RETAINING WALL A G e �" t- . _ - _ . .. . +I.' 1,,1 14 F .:111:1.:'„f.._:: " „ .: �.e 6:'d �:�;:_,`,:1111-:�:_ If.( ...i`.. < ._. „'. 1 ` 'z NEW IN-GROUND POOL W/HOT .s o I .- 4 TUB;PART OF SEPARATE ;;:' _.„ '�' '"- _ I 11108 " 1' APPLICATION Y. h� `N a F' < I. : :.E ". 1,;:111. p a.i 1111. _ _ ._ ., e ,..; e, .. _.. . .. . 6 _ 11.11-. _ F. ,. . . . . . OUTDOOR. .. 0 OOR SHOWER,:;.'. .11:1:1..:., , . 1111_. ... ......... . .. .. ._... r: &HOSE BIB"'{ "'' " " .1....111.. ................1..........11 ...11._......._.....11...... ........... I • 5.-0�� . � - h � 11 1_.1._-_____...._.._11. _._ .-..._._.__ ..... _--1111__ --.._ . ._.-. -- . .. _ _ _.._____� __� MAHOGANY DECK ON 2X6S ,. v , �11 ,.. ... _ _. ._. . __. HOIM _.._.. - __ _ _.- , : 1111 . ..-..;, a.. 6,E OC . > , ,,..!. < ....1.....11.............1..... ... . 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I ..................................... .... ..._......_...................... ® ROOM TAG:NAME,NUMBER,Q AREA 1111. . . . .I , 8 ELEC PANEL MOUNTED � _ ' �: OOS I E II (METER @ EX'G MAIN HOUSE Z:,ti : ;. .l ` UTILITY A \ € 8'-0" ' 4'-6" ' v._T ..�"_"__._�..__-, EXG CONSTRUCTION C2 - 1 l.- _ . . . - . . I, ! F 4 a ® EQ. EQ. _..... ........... .. ._.._ .. ..... . -- ----_ DCG O HOWARD RESIDENCE 1. c - ---, _- -, --� CONSTRUCTION T BE REMOVED I , i - {V Z 1:1.1,1 , 1111. -.__-"`-,- .. ! i . ;l I Hw - �_. R C, I p '� NEW CONSTRUCTION NORTH VIEW D -.......:.". 1. .. . UTILITY ROOM TO BE L ORIENT, NY 11957 1 HR RATED @ WALLS Ef : 4 l ..:-Y: - . _.2 ......................_... ............... ----------- OVERHEAD CEILING .! ..I �,, 1111 .......__....................... /JkT.O.BENCH - - -11 i It _ HIDDEN BELOW ,I p. 3 .. .._. .... +/ 104'-9" ...... A - __.. . . .. CIP CONC BENCH WITH PM MDF SHELVING ON _ 0 GN WITH • I. _ . 1111.- . STANDARDS Et �'.,., .B.'` ' I \ SI LI 004 ! i NK 4 A ! i 5 TH RD STEP T SHEET TITLE -1111.:_ _�. BRACKETS :: :..:..:::.:::.:: I.::::..{. STORAGE -- - .i_.......® .................. Kw"nzr.rr 1 ........... ....� .. .... =�//% EX'GDOOR .. .. ;k ;.1111 1111 . . I , "! CONSTRUCTION PLANS : s .. SI - r ; I } s i i I . a CONCRETE RETAIN ROUND FL 1ST FL MINI TRUCTURAL I .. REF T_ _T� I 1111... 1111. _8 t -,, 1111 } : WALL,SEE S .W I I PANTRY CABINETRY LOUD ROOF d : ! I: NEW DOOR ...r 11 11IN CAB - - -!I 11-. ,. . ; ,�;. , { I 1111 ___ _ WOOD STAIR - ----_ - - - -- ---- - - --- - - --- - - r n : , ; _,i e - SEAL AND SIGNATURE CWB PROJECT NUMBER /..'�, ,�t: „ - I SECTION REFERENCE: 1. E, I 9s 4 DISPLAYS DWG NO Q SHEET NO 17-0 -f f : 1 I .,Y 3 . R WN BY 9 5;-0„ ��g�oP ARC, ti 28'-0" �`" ! I 0649 r FOUNDATION l I N �� DRAWN ;- _ !- '� „ ;.: i .. l ,: is - j -� A INDICATO ( LL WALLS TYPE G �-A I I w__ _ EAEE,U 0) Z JRB - - - . > �, k� . t.b. A E R A .,i:,.... .......: .....,..,: . q xy� 3 ..,1111. . 1 _ , -t, i . _ " . . .. 1111..." 1111 t 11 :; ...t .::. ...,,.. � .., - - - ,.- - - .:1111. :. ,' :. ... �!f :::.,.: ::::11::11:::..;'' - - __ - :.li """ ' " ' :. �___ 1111 1111 .�_ - _ J . . ELECTRICAL METER EM �:I\�. GM GAS METER S� LS CONSTRUCTION PLAN: WM WATER METER 9TH X25312 COQ sHEEr GROUND FLOOR ,� �� NES 04 OF 07 C� ELECTRICAL PANEL SCALE 1/4" = 1'-O" SHEET NUMBER BF BATH EXHAUST FAN;REFER TO DRAWING FOR SPECIFICATIONS SD COMBINATION SMOKE/CARBON A- 202mOl c0 MONOXIDE DETECTOR CWBARCHITECTS HOWARD POOL HOUSE 455 NORTH VIEW DR - F-1 ORiENT NY11957 x-55 NORTH VIEW OR CWB � RCHITECTS 45 Main Street Suite 824 F�raoklyn,NY 11201 ORIENT, 1 1957 Pl 718 624 1700 If I T8 624 3232 www.cwbarchitects.com ABBREVIATIONS SYMBOLS SITE SHEET INDEX — CONSULTANTS CIVIL ENGINEER -- — -- — YOUNG&YOUNG 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 ARCHITECTURAL ABBREVIATIONS SHEET INDEX 631.727.2303 ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION S�wPvoungengineering com NO TITLE & AND ENCL ENCLOSURE; ENLCOSED OC ON CENTER ¢ �. —_ T-001 PROJECT Et SITE INFORMATION ` �. ` ;' ?.�': a 1-wot.1'a P ,, C -, -. .. _. 4� ? t>{' { �'1= °*�w.= ,; �. T ,„� _ n t G-001 GENERAL NOTES,WALL Et WINDOW'WIPES @ AT ENG ENGINEER OD OVERALL/OUTSIDE DIM °- _. A/C AIR CONDITIONING EQ EQUAL;EQUIVALENT OP'G OPENING ACCOM ACCOMMODATE EQUIP EQUIPMENT OPH OPPOSITE HAND A-201 PROP SITE PLAN Et POOL PLAN ACT ACOUSTIC CEILING TILE EX'G EXISTING OPP OPPOSITE A-202 CONST PLANS:GROUND FLR,IST FLR,Et ROOF ADJ ADJACENT EXP EXPOSED PART PARTITION;PARTIAL y" A-301 ELECTRICAL: GROUND FLR,IST FLR,J ROOF ADJT ADJUSTABLE EXP JT EXPANSION JOINT PBO PROVIDED BY OTHER/OWNER Ilt .( ' A-501 EXTERIOR ELEVATIONS AFF ABOVE FINISHED FLOOR EXT EXTERIOR PCC PRE-CAST CONCRETE Y' ' ' 7 ,�� �,.,,�s,°�°?� 101 ST TU L P NS: OU FLR, ST FLR,It ROOF ALT ALTERNATE FO FINISH DIMENSION PL PLATE """ i-` =1"` S-102 WOOD DECK FRAMING PLAN ALUM ALUMINUM FON FOUNDATION PLAM PLASTIC LAMINATE ANOD ANODIZED FF FINISH FLOOR PLAS PLASTER ` ° � AP ACCESS PANEL FIN FINISH PLUMB PLUMBING j T r a .• j�` e` Tk I I p i, APPROX APPROXIMATELY FIX FIXTURE PLYWD PLYWOOD lF '`-. ' "% xli• "�I- ARCH ARCHITECT;ARCHITECTURAL FLG FLASHING PNT PAINT/PAINTED ! ASPH ASPHALT FLR FLOOR ING POL POLISHED BB BASEBOARD FLUOR FLUORESCENT POS POSITIVE ;, . - ""- ,0' BC BUNDLED CABLE F.O. FACE OF PRELIM PRELIMINARY ', 1" k BD BOARD FP FIREPROOFING PVC POLYVINYLCHLORIDE >i •` 111 `"'1 a BEY BEYOND FPSC FIREPROOF SELF-CLOSING R RISERa BIT BITUMINOUS FR FIRE RESISTANT R/A RETURN AIRS BLDG BUILDING FS FINISH SLAB RAD RADIUS;RADIATOR N,., BLK BLOCK FT(') FOOT,FEET RCP REFLECTED CEILING PLAN BLKG BLOCKING FTG FOOTAGE; FOOTING RD,RND ROUND ; BM BEAM GA GAUGE RECPT RECEPTACLE ! B.O. BOTTOM OF GALV GALVANIZED REF REFER TO;REFRIGERATOR ,✓ . BRG BEARING GC GENERAL CONTRACTOR REINF REINFORCED �-- 15 4 t BTW BETWEEN GD GROUND REQ'D REQUIRED 9n CAB CABINET GFI GROUND FAULT INTERRUPTER RES RESILIENT�^p ` � " M A a — — — "°` 7► `� NYS ENERGY CODE EXEMPTION CBB CEMENTITIOUS BACKER BOARD GL GLASS REV REVEAL -• - w CDR CEDAR GWB GYPSUM WALL BOARD RM ROOM 4 CEM CEMENT;CEMENTITOUS HD HAND;HEAD RO ROUGH OPENING �" ra _. CFM CUBIC FEET PER MINUTE HDR HEADER SBO SUPPLIED BY OTHER .�. 5 r „ �° s =' NYS REQUIRED ENERGY;' CODE EXEMPTION CHR CHROME HDWR HARDWARE SCHED SCHEDULE ' V ”€ 4 c� CENTERLINE HT,HGT HEIGHT SEC SECTION �� �g IQ G M 101.5.2 LOW ENERGY BUILDINGS. CIP CAST-IN-PLACE HM HOLLOW METAL SIM SIMILAR 0Q ;. . .&. . CJT CONTROL JOINT HORIZ HORIZONTAL SOF SOFFIT ' •-'°`""""u- ,��• �t ��`�` ` ,i_ g^'Q •� ���� �''" �,,, � ��` � �- �y THE FOLLOWING BUILDINGS,OR PORTIONS THi E FOF,SEPARATED FROM THE REMAINDER OF THE BUILDING BY CLG CEILING HR HOUR SP SPRINKLER y ;..€, `~w �Q� EXCAVATE AS REQ'D FOR LOCATION OF NEW SEPTIC t BUILDING THERMAL ENVELOPE ASSEMBLIES C4;APLYING WITH THIS CODE SHALL BE EXEMPT FROM THE BUILDING CLR CLEARANCE) HVAC HEATING,VENTILATION &A/C SPEC SPECIFIATION;SPECIFIED 0 e a w Imo' Pi SYSTEM,SEE ENGINEERING DRAWINGS THERMAL ENVELOPE PROVISIONS OF THIS COC". CMU CONCRETE MASONRY UNIT HW HOT WATER SQ SQUARE �� , - : P A NEIGHBORING DRIVEWAY TO REMAIN ON , COL COLUMN IN O INCH SS STAINLESS STEEL ! - � � �, PORTIONS OF PROPERTY AS SHOWN 1.BUILDING SPACES WITH A PEAK DESIGN RA OF ENERGY USAGE LESS THAN 3.4 BTUlli PER SQUARE FOOT OR 1.0 rLot,COMBO COMBINATION INCL INCLUDED; INCLUDING STL STEEL ! > a sr `� WATT PER SQUARE FOOT(10.7 W/M2)OF FLOJR AREA FOR SPACE CONDITIONING PURPOSES. �- �, - CONC CONCRETE INSUL INSULATION; INSULATED STR STRAIGHT 2.BUILDING SPACES THAT DO NOT CONTAIN C NDITIONED SPACE. CONST CONSTRUCTION INT INTERIOR STOR STORAGE r,�" ' .--� E(8p..-� CONT CONTINUOUS JT JOINT STRUCT STRUCTURE;STRUCTURAL wJ { •..�» RELOCATE LIGHT POLE;COORD.WITH NEW --------------------------------------- •. ............ GRADING AROUND POOLHOUSE COORD COORDINATE L LENGTH SUSP SUSPENDED CP CENTER POINT LACQ LACQUER T TREAD `� - CPT CARPET LAM LAMINATED; LAMINATIONS TEL TELEPHONE � .,..w�. " __...- - " PROPOSED POOL PART OF SEPARATE �w _ - - TABULAR ENERGY ANALYSIS CT CERAMIC TILE LAV LAVATORY TEMP TEMPERATUREITEMPERED ,{a �- 04� i j�� _- APPLICATON;SEE CONSTRUCTION PLAN FOR AREA y �/ f`.,: OF EXCAVATION FOR NEW POOL,POOLHOUSE,AND CTR CENTER LIN LINEAR TEtG TONGUE Et GROOVE � �- � f)Ce � ; j , � REFERENCE STANDARD 2016 NEW YORK CITY ENERGY CONCERVATION CODE �N PAVED AREA CW COLD WATER LCC LEAD COATED COPPER THK THICK;THICKNESS Mp11!1�p `r CSR /�' / CWR CLEAR WESTERN RED CEDAR LT LIGHT TLT TOILET 11�-0 �+ - ' =='' -7 I` REMOVE IX'G TREE, FULLY REMOVE STUMP AND CLIMATE ZONE 4A D DEPTH; DEEP MAS MASONRY T.O. TOP OF - ' s — ROOT SYSTEM. " POSCO ...--�--__. 'h. 3 g� ,, DEG DEGREE MAX MAXIMUM TAS TOP OF SLAB •=. pR0 S _ f ` REMOVE IXG STEPS AND LANDING AT MAIN \ ( ) OU 4 2 STORY POOL HOUSE DEMO DEMOLITION MECH MECHANICAL TYP TYPICAL pOO�N '": HOUSE ( ) DEPT DEPARTMENT MEMB MEMBRANE LINO UNLESS NOTED OTHERWISE QNB b. +123 ° ' REMOVE PORTIONS OF IX'G DRIVEWAY AS SHOWN 1�rt ' TMV ` 3 / AND IXG NORTH RETAINING WALL WORK ITEMS PRI- POSED DESIGN VALUE DIA DIAMETER MFR MANUFACTURER VB VAPOR BARRIER _ 4 110� ___l , '-. �+ DIAG DIAGONAL MID MIDDLE VCT VINYL COMPOSITION TILE • ,fie �. �' Y s '" t 4<, ";i}F ,� t ,, EX'G HOUSE TO REMAIN,PROTECT THROUGHOUT A[VYlliMUM OF 75%OF THE LAMPS IN DIF DIFFUSER MIN MINIMUM VEN VENEER 6`j'S i CONSTRUCTION. r� , s ,� , z INTERIOR LIGHTING PE MANENTLY INSTALLED LIGHTING FIXTURES DIM DIMENSION MISC MISCELLANEOUS VERT VERTICAL "� t0 ,F3 _. 1` ' / / 1�T`_BE HIGH-EFFICACY LAMPS DMPR DAMPER MLWK MILLWORK VIF VERIFY IN FIELD " W rNOTES: / ON DOWN MGMT MANAGEMENT W WIDTH / \ CODE-PRESCRIBED VALUE & CIT, TION !' Ti": I- DR DOOR MO MASONRY OPENING W/ WITH °` 112 i' 107.E � � , .,�yA �* 1)ALL SOIL EXCAVATED FOR REMOVALS REQUIRED FOR NEW POOL, A MINIMUM OF 75%OF LAMPS IN PERMANENTLY INSTALLED DTL DETAIL MRGWB MOISTURE RESISTANT GWB WC WATER CLOSET F • ^� z k xfi. PAVING AND POOL HOUSE SHALL BE SAVED ONSIDE AND USED FOR LIGHTING FIXTURES SHALL BE HIGH-EFT I�ACY LAMPS PER DW DISHWASHER MTL METAL W/D WASHER Et DRYER Z �m "� I ,� }< :• r a>r 9�! GRADING OF UPPER LAWN AREA NORTH OF EXISTING HOUSE SECTION R404.1) DWG DRAWING NIC NOT IN CONTRACT WD WOOD �4 € 1 ..:, ?• �� .1. EA EACH NO(#) NUMBER WIN WINDOW .,-g � r t't 1 `� -� 2)SEE CIVIL ENGINEERING DRAWINGS FOR REMOVALS REQUIRED FOR I'vELEC ELECTRICAL NOM NOMINAL WPF WATERPROOF .;�' ,tiz 11 �. _ ?, .z f NEW DRYWELLS 1Q fad �c<� 09.04.2018 DOB AMENDMENT ELEV ELEVATION NTS NOT TO SCALE WPM WATERPROOF MEMBRANE ,,-,,� 04.11.2018 DOB FILING EMER EMERGENCY OA OVERALL W/0 WITHOUT 41 REVNIO DATE ISSUED TO Z. • I\r4ewR 'e...J.; h`•- t I j '' Imo,IFN 4 A,"»a ARCHITECTURAL SYMBOLS LEGEND CPI PROJECT.gib \ � . � ' PROJECT NORTH SYMBOL DESCRIPTION SYMBOL DESCRIPTIONROOM 2 NAME L As x ® ROOM TAG:NAME,NUMBER,Et AREA SECTION REFERENCE: Y f 4 , a a,. +,r SF A0.0 DISPLAYS DWG NO Et SHEET NO IFI' :/`l ).24'0 i =t ) FT, � N g � �b' � i '; � 4 a ��'���?31 '" - �. � �10 HOWARD PO L HOUSE O IX'G CONSTRUCTION Vir,.�_ .L rp t _ IN A, ° Yli � �;�< �� � �°°; �.,� `_; �,�� ,�� � �S��Pc � so ; �� '� , 455 NORTH VIEW DR - EX'G CONSTRUCTION TO BE REMOVED PLAN DETAIL REFERENCE: 77 ORIENT, NY 1 1957 0 ;{`'�. � DISPLAYS DWG NO Er SHEET NO � � p��,0 � C, :a.e-:E.:+ " NEW CONSTRUCTION A0.0 " »�g i 7Z..� '� I g I l � '; r �t : �° ,} � P,8 r 4 NEW CONCRETE CONSTRUCTION O ----------- OVERHEAD INTERIOR ELEVATION REFERENCE: Yr ' SHEET TITLE 0 A0.0 0 DISPLAYS DWG NO Er SHEET NO -------------------------- U HIDDEN BELOW . .r P � 6� �°e PROJECT �t SITE CENTER LINE O DOOR TAG V FY �� 0 INFORMATION 000 REFERS TO DOOR SCHEDULE I f� A l�„ IX'G DOOR WINDOW TAG: 000 REFERS TO WINDOW SCHEDULE A O .` SEAL,ANDSIGNA CWB PROJECT NUMBER AOOOA OBJECT TAG: i RED q REFERS TO SCHEDULE ��fi.� � ` ,� � -(�G RC,S,, OBJECT NAME ` Cj���pPN R. Cpe 0649 r. NEW DOOR �(/ !� L C DRAWN BY WALL TYPE INDICATOR ', � Q �j„ •. 0 DETAIL REFERENCE: � �'!�r� '���`' Z1 • A0.0 DISPLAYS DWG NO Et SHEET NO TOS ELEVATION DATUM SXN .Q� r V l REVIEIN®BY + 01-01 $ SPOT ELEVATION 0253A2 ��F' SHEET JTB --' Q REVISION MARKER OP NE 0 EXIT LIGHT R @ 0„ STAIR REFERENCE: T @ 0" UP DISPLAYS RISER Et TREAD INFORMATION 01 OF 07 SITE PLAN SHEET NUMBER EMG SCALE: 1:400 EMERGENCY LIGHT 0 0 m 0 CW B LARCH ITECTS HOWARD RESIDENCE / 455 NORTH VIEW DR _ \ ORIENT, NY 11957 I GRADE — — GRADES 106'-31 //�yy 106'-51° \ ° ANPROPOSED ROOF DECK FF.' ' 123'-0" ' '' " \106 \ TREE TO BE REMOVED T — ( NEW SHED FOR POOL EQUIP AND PROPANE 15'-0" %',;' \ PROPOSED POOL HOUSE LOCATION _ a — TANKS. POOL EQUIP BY OTHERS SETBACK C W R C H I T E C T S Street 3 \ \ B � tree 0 4S Main A-501 1 - <'!s%% :. ° 108 PORTION OF EXISTING DRIVE TO BE GRADE GRADE \ \ \ Suite 824 REMOVED 21-811 z " N 7109'4' \ \ \ \ Brooklyn, z N7 07 112 SETBACK 104 102 I —— EXISTING TOPOGRAPHY 718 4 7 MAINTAIN NEIGHBORING / �� _ \ (F1 778 624 3232 DRIVEWAY T.O.WALL / o, -- 110` \ \ www.cwbarchitects.com 106' \ CONSULTANTS \ \ \ I \ \ CIVIL ENGINEER YOUNG ft YOUNG RELOCATE LIGHT POST ,c �`9° c� PROPOSED POOL; PART OF SEPARATE \ \ 1 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 I� \ \ I 1 as ' _'•j ° ° APPLICATION 631.727.2303 \ tew(ftounaengineering.com II 112 — T.O.WALL ... . o 104 LIGHT 0 DE - NEW WOOD POOL DECK 108 I 109'.-:::':::...:::::.:::':':.::. - - - POOL C ... .. .. . 103 «t � o N i WALL ° 106' 1 I � I A-501 - - -- - �� EXISTING HOUSE TO REMAIN _jdbj T.O.WALL NEW 1 _ CONCRETE LL.T.O.ROOF DECK WALL AT 5'BOVE POOL DECK 0ATI COMPLIANT:PLT-9108 123 _ AV E RAG E AVERAGE GRADE 1007FENCE/ EXPANSION IOINT, PROVIDE BITUMINUS + 16'-0"MAXIMUM ALLOWABLE BUILDING HEIGHT 12 '-9 " GRADE DIAGRAM110 •` rte,` <': e: - I SEPARATION W/WATERSTOP,BACKER ROD PROPOSED ROOF DECK HEIGHT= 123'-0" SCALE1/16" .• ,. ' NEW POOL HOUSE. AVERAGE GRADE ;.?a -3 ,�, 4 q^.., `' • " AND ELASTOMERIC FILLER,COLOR TO AROUND BUILDING SHALL BE+107'-4" — - " " x " I MATCH CONCRETE,TYP. (MAX BLDG HT= 107'-4+16' = 123'-9); + + ;r L 123'HT IS COMPLIANTZ6L ` C T.O`.WALL I 110'r F 7 .. T.O.WALL I C2 E_] 112 GRADED LANDSCAPE SHALL BE PLANTED WITH NEW SOD 1 C77 E77-1 A 501 .YARD eQ F__. N 0 I L l == 0 112 �� 112 110 F7 NEW 4'FENCE AROUND POOL AND LOWER 108 106 PROPERTY ,op .84 J 82< O ( ,o �. ADD 84 86 \ �1 � _�= 3 ""'r' _ °z. 90� NEW 4'FENCE DIES INTO EXISTING 7 ` 9 'r NEIGHBORING FENCE AT PROPERTY R i 6-9/16" % ,.,*'•, ;° 2.x. LINE. NON-TURF BUFFER = 50. NO T 12 GUTTER TO BE ADDED FOR ALL `' : NEW WOOD STAIRS IR DECK TO EXISTING F� o .•� ✓`' REMOVALS OF EXISTING VEGETATION AREAS OF EX'G HOUSE.SEE ENG _ , ; „ :a HOUSE — m9 bi~ -96 : / WITHIN THIS ZONE. DWGS FOR DRYWELL LOCATIONS yP98� J NEIGHBOR'S EX'G FENCE;PROTECT I DOORS FROM HOUSE TO POOL AREA SHALL 4 100 ° o\ THROUGHOUT CONSTRUCTION 106 BE ALARMED. a SEE ENGINEERING DRAWINGS FOR N TES: SEPTIC SYSTEM REQUIREMENTS -PROVIDE PERIMETER DRAINAGE AT ALL FOUNDATION AND RETAINING WALLS ENLARGED ETBq�K -PROVIDE WEEPS AT ALL RETAINING WALLS AT 15'-20'0.C. WEEPS TO BE ON CENTER OF SITE PLANa GRADED LANDSCAPE SHALL BE FORMWORK PANELS 3 15'-0" \ PLANTED WITH NEW SOD -GC TO LOCATE AND PROVIDE AREA DRAINS AT POOL DECK FOR ARCHITECT'S APPROVAL. SCALE 1/16" = 1'-O" SETBACK \ \ POOL,BLUESTONE COPING,AND ALL 104 w \ RELATED POOL EQUIPMENT BY _ .,.....,.„ .,,.,,.%rz., :,.•, 102 .......... ......,,,,_ ...., . . ., -, ,_ . . . , •. .. .. ,, ., •:;:,`,: :�_ POOL EQUIPMENT AND W v _.. _ ,..,;:: ...•..• . . •-.•. .. • -•..•.•. •,:.,•.':.':•. .::,•..,,.-.:.. .:•.:,.• :�;:�:-', <::•.:> ;�:•.• ,:'>::,•..:...•:;,• •.•>..>•.•::•.••. .,:;:. ,., OOD ENCLOSURE a :.• : m •- . ...,..., .... ....... .. .. .,..., . . .-: ."... -.. . ::-. ->-;;:,:•:,: .:,•.,.;:.�•, ;.. DRIVEWAY SHALL 1 „ ,- . DRIVEWAY ( � A W• {.. � :.. . .. .::,..... .. :. __, : . :. -. . .. : ,::':< NOT BE OBSTRUCTED AT ANY - - --= cn104^ ;....,....,,• ..: ,•::: ::,....; ,,•...,•,:•,.,,,,; :,•..... 0 :, \ a �► .9a NEW CONC RETAINING WALL : ::' :. , .... <• : ., ::. :: :. g0. TIMEX104 NEW W D 0 00 DECK AT POOL• AREA 61 LT POST :.. ,. .. :... .,, :.:':..... NEW CONC RETAINING O. G WALLT . ..,...., ;,•., ...;.•• :,.,,.,.. -•:,; ,..,,,., :;.,.;. ............ ,. •.. .,,., • ,,,..,,. .,.':.-..;:•,,.;-: . .,.., .::.,, ACE; ;` .< ,•,., ., ,. .•,, ,,, WALL AT 5 ABOVE POOL DECK APPROX 184 SF WOOD PATIO RF SU 8 I . ,, .; :. •...,., , ...:.: ,,,, , ,, , , ._.. .. 108 i � "r• ,;'. . ... '.•••;,:.'.•••.- . : ::. .•:•::: ,.... . , ,._,.•..,. . , •... .....: . . :.•.".. • .. , LAYOUT. PATIO DRAINS TO FIELD COORD LA \ GRAVEL BEL. FENCE GRADED LANDSCAPE SHALL BE n 106 12'-0" PLANTED WITH NEW SOD o q Q fn Pe► 1 e e a I 112 110 106 Q �} 112 1 o ©_o =� ` 108 GUNITE POOL AND HOT TUB WITH 10 ........................... .. --._. .. . ................_.-. ... . . .... .... .. BLU NG,BY RT s , • , NEW 4 FENCE AROUND POOL£r LOWER 6 --==: -===-=- ------ _ ._._ .... _ PROPERTY. FENCE SHALL DIE INTO EXISTING ESTONE COPT OTHER;PA I __ ... -. - -- o OF SEPARATE APPLICATION --- ---- ...... GUTTERS TO BE ADDED FOR ALL I tl NEIGHBORING FENCE AT PROPERTY LINE. - _ 09.04.18 DOB AMENDMENT ),; :.... NEW WD STAIRS Fr DECK TO EX'G AREAS 0 1 0 8 r i DWGS FOR DRYWELL HOUSE411 1 DOB FILING • __.... .___. SE SEE ENG �• F EXG HOU I � eo 06 I I LOCATIONS a DOORS FROM HOUSE TO POOL AREA D SHALL BE ALARMED. ALARM 11 a j . I ) po ` REV NO DATE ISSUED TO . ...:.....:.: :.. .. POOL DECK t :'1 ::.:... :�:.:.....:...: .... 103 SYSTEM B.O. , \ i•:. I �''0".... .. II _ -.... _ PROJECT NORTH p a s-0 ( �— --- , Ell r HOWARD RESIDENCE r — 110 l IVJ I 1 I e,�. n. 1 08 455 NORTH VIEW DR a 4 - - - -x�'- - los / ORIENT, NY 1 1957 / -0. 1 04 / ; ISI -..,.. - _ .- w— 102 1 :, yy A 202 V-21". qn : SHEET TITLE < 1 , , 100 -• ,moo _ - , - / PROPOSED SITE PLAN 8"CIP CONCRETE RETAINING WALL USING TYPICAL(3')FORMWORK ^\ / ' 98 % / J / a \ a o POOL PLAN SECTIONS. \ A , \• V / 96' a WOOD POOL DECK;DRAINS TO GRAVEL BASE 94f'p 1 LEGEND I� j 92 SEAL AND SIGNATURE CWB PROJECT NUMBER V -A ARC R• DRAWN BY 0649 F NEW TREE EX'G TREE ' 1050 _ `y fl * REVIEWED BY ten SOUTH LS 0Z?53A2 QQ SHEET CONSTRUCTION GENERAL NOTES �0 ON 03 OF 07 1.ALL NEW SHRUBS!t TREES PROVIDED Ft INSTALLED BY OTHERS. sHEEr NUMBER 0 POOL PLAN = _ —� SITE PLAN at— **,F, V SCALE 1/8 = 1'-0" _ _ SCALE 1/32" = 1'-0" CWB4RCHITICT5 HOWARD RESIDENCE CONSTRUCTION GENERAL NOTES 455 NORTH VIEW DR 1.CONTRACTORS MUST COMPLY WITH THE RULES AND REGULATIONS ORIENT, NY 11957 OF AGENCIES HAVING JURISDICTION. 2.THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE CONSTRUCTION FLOORS DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES. I 3.CONTRACTOR RESPONSIBLE TO V.I.F.ALL DIMENSIONS. 3 CWB4RCH ITECTS 45 Main Street 4.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE/SHE CANNOT COMPLY WITH ALL REQUIREMENTS.DO NOT SCALE Suite 824 DRAWINGS.DIMENSIONS GOVERN.LARGER SCALE DRAWINGS SHALL Brooklyn,NY 11201 .1718 624 3232 GOVERN OVER SMALLER SCALE DRAWINGS. N718 624 1700 28'-0" 11 5.WHERE CLEAR DIMENSIONS ARE INDICATED,DIMENSION(S) www.cwbarchitects,cam 101 101 INDICATED MUST BE MAINTAINED. Ii C '_` %"'\ D ' CONSULTANTS C "-"---- " -'-' .- JT7 6.ALL DIMENSIONS GIVEN ARE TO FACE OF GYPSUM BOARD UNLESS 11 - 1111. 1111.._..,.1111.. _....._........_.._1111.. .-.. 1111 .. . - -- ® - - OTHERWISE NOTED. CIVIL .......-...............-__...... .-,1 - ..-.. . .. . - _...._-_.__.._.- ---I —__'__'_-_____a_ ... _....._....__.....___._,... I �, Tol _ .. . __�__. _ . _ ._ , . _ _. . . - .._ -. .. . __ 11 ._- YOUNG Ft YOUNG _1111.1111._... ........._ .....__........-.._....._...............__..._.._ 11.11_., _.__.._...._.._.._..,...__.._. ...._. ... THRESHOLD BY / UNLESS OTHERWISE NOTED ON DOOR SCHEDULE __._._..... , C 11.11._ .. _ ... .._._....._......_I.- ._._....___.__...______. .. 1111. . R AVENUE RIVERHEA 11901 SHALL BE UNDERCUT TO CLEAR FINISH FLOOR OR I 400 OSTRANDE D NY ...................._....................................................._........ ...................._...........-,, . . . . . . ............................... 631.727.2303 ...............11 . .............. .....................I I. .. . - .........:........................................ , 1 11 _....................... .. ..... ........_............ 1111.. KING ON ....'... ....................I..... .... . ......................_.............................. .. 'SLEEPERS STORAGE URE ALL POINTS OF POSSIBLE INFILTRATION BY y g g WOOD DEC _,__-_-_..._. ........'SL S 8 PERMANENTLY SEC I T 1cwCcn� oun enaineerin .com . . ...11..1................1. . . .--. ...........-........I.I.I... ..... - . 1-...................... .. AI RMI NSE D T .1111. .. . ............. .. . . . .1.1.......I....I... . .._........_.._.................�................. ....__..._r......._...........__I................,.,, ..... ............11.............::..........: _. .. INSECTS,AN OTHER UNWANTED CREATURES. ...........1..1.. .. ..... ................F.......................1.11.1. . . ....-I........... . .- ...........I ..-.... ., .. .. . . .. .......-......_...................................... .. .. . .................... .... . ........-:............._.................... . ............................................... .......i . .................................................-................-. -................:. . 11 11 . . ........ ....................... LCC COPING ...... ... .. .... - . .......11.............1..........1. .. _....... ................I.............._.._._.._...... . ......-....._.... .-.... . _.. . . . _ _ _ _ _ .__ - -- . _ - . . . . ...._ _ , __. --__ : _ .. _ ______.__ _ __. _ _ .. . . --- ...._.._--.�.... .._........... .._... ._...111_1..,.,_.._ .. 1 " _'.,-.. .._. ., . I UNFINISHED SPACE _.___... _._.___..;._._. _ 42"ME 11.11._.. . _._-__ ._ ._.. _ .---- .___ _... ----11___________-_ ____ ___ __--__ __ . - _ _ - .. _ .. _ W_- _-_w___�_ - . : _ _ @ 4„ I METAL RAILING 111.1..-.._.._..._._.... ...-_.___..._.__._.__....._.._ _.._.......___- - ST STL WIRE INFILL ... . .- .. . . ..1111 -I . . . ­_1.. - _...1111.. :'-.__-....- 11..11.__----1.-1._.-�_...._..._....-.,.-.�-..... .___- '--...____-_-1_._�_: - __.. . .._.._.._.._...... .------._._.__..._...__..__11 1111._. ._ _.._....__.. D.C.Et WOOD CAP I ST .. . _....i............................. . ._.............._... ..................................i..._......._...-_........._.._........................................._....._........... ..................... _113 FLR WOOD STAIR AND STORAGE .............................................. ......... ..........................................._.. ..... .. �._............. ... _.............. . ......... " ROOF DECK CIP CONCRETE STAIR _F r 1Q1 '' 101 BENCH ..............I...........­­­-.11_ _ ...... ..........—-............_.I........I . .. ......... .. . ...... .. .. ... 0 .... .. . LOW 11-011 .. . . 11 11....1........................ . - .... ............:........................................1]...... N . . .. .. . ...................................... .... . ..........._.........__-...I........I— . ..._....._........._...._.................................._..........__.....,............I............... ..., 1111.......... . z... 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SEE STRUCT 16 11 . . __... . _...__..._.__--...._._.._. _11.11_-_._...._____.. ........_....._.-1111..---..-- ... 1.1 .11_. _ .. .1111 ------ - _. .1.11... _1111. _ ..._. _111.. 1 ... 11---11_._ _.___.1..._._..11.1.... ..----._ _. ..........._..---.. . . . .. . -.. .. .,.--- 1111... ---- 1111.: I F , �. 15 1111..-.-11,11.. - - - F � 1111_1111 2 -_ - ._ _ .- ....._ .___1111_.-_......___ _.. ___ ,_ .....__...__..._1_._._____-..__.._.._.,_....__...._.._,-... _. .... .- ..- 31011 ... = ... _ . _ • . _._ __.. 1111__.... _ .._..__....._11.1__.._.1.. .. . __ _. 14 - I IF I - /��tA{r� NCH 4 1111__._............._...__....__.-.'..,_._.y.-...,..._...____..__.__.1111 ._ 1111-11'11_... - .. .. - --... .. .. ... ..1111... 1111_. .. .. ,. .. _\ i- F-------- _111.1 -......,....... 1 10 1-61111 1 1... cn ..... .. 1, --_-1111._----___._ 1111. _. ..._..... .__..__.1111..____._..1111__.....1111_ ...1111.'_.___..._ -1111.. 1111 - 1111 .: ... 1.11.1_. .......................- 13CLR TYP-1111 ( ----- -- 4.............._.. ................... ...-- . . __. _ .. .- _.._...._-........ . .---11 .,.. _ ._. _ 1 1_._11._ ._._.__..__ - I I _. .... F 1111 :. ..... .. ........:........1111....,... ..... . 1.111. ............................ . . ' . ... . ...................- . . . 11 ... . .. . 111 I . . . . . .. . ........I................. ....... . -.........-........_....................................._........................... ...._........_..-.._._............................._........-. ......_._....-.: 1 ­11. ------ - : .-. -... 2 = TO .WALL . . . . ........... . .....-1 ... ........I.......................I—- . 1 I ..: 108' .........................-.....................,........... . _. _1.111. --.....I............ .. ------ - ...._.. ,g... .............I......• . . ... . ..I......... 1 t ..._ . _........-_...... .... ...... . . . . . . . ... . .. ..... ...................... . ... ................. ..................... = n N CONCRETE RETAINING WALL r, --- I II T 10 -_ - 1 . . .. ...................................................<.. .. . . .._........................-................................. -. 1111,._ __ 1_ _.. -I--- - -- -- -- :: 1 2 3 4' 5 6 7 8.: 9 11.11...,..,.1111. ._. 1111. _ _._1111._........_,_:.. ._ ........ _ . . ;: I w 1 +:2 3.', 4.,,. .5 ' 6 7 T8 19 . .. - .-........ .. -_. .._.._..._.._. I-. ,..., - .-_�..__._ ____ .. . 1 ; ft � 7, ;, ,:,; a ... ...1111 Al ._ s� d I I 8... 7 5 0 _. 4 I SEEMS SCREE ... ... .. .. __ .. 1111-_ _. - @ 11 ,, I'; 1111...�... Al .. {'7 g 11 1 .7 ]R SIDING W/OPEN 1111. _.............. .... 1111 _...__... _ AROUND STAIR T@11 b si I y� I _ - :i:i r(f' UP N ..._. ...... , 3 -_ A 701 I . ;?, ;?:; '1 I I 10 ;, - - _- .... --__.. _1111_ - y 1111 r N �0.L C ....:.` r ... . _ _ _ 1111 F . .. 1111 a.. 1 1. EXT WOOD STEPS ON " _- ,. :: .-: - 1111 1111._.,...... CONCRETE PAD I :.. 13 W _ .. z w Y 211 -- 1111 Y 14 1 I U _ WOOD DECKING '� t"",__ _ -,..>-:':- m a 411 ! z 15 w m 0 Ill N ti 9'-51/4" 7'-0 3/4" 111-611 11, CONSTRUCTION PLAN: CIP CONCRETE PLANTER CONSTRUCTION PLAN: ROOF PLAN WITH TAPERED TOP FIRST FLOOR SCALE 1/4" = 1'-O" 3 EDGE PROFILE SCALE 1/4" = 1'-O" 2 .. i, ;! it ° y 1111... _ ..<� 1111 I ..w. ,. ... '> .. ... 11:11. .. .- .p 'a::m ..':�T' �`i: 11 , ','r`q ..;., ,:.. .;::: 106: E EXPOSED CONCRETE ,' ,; Vii. ;1111 , .., sr "..>•.'.. RETAINING WALL I % G '` : :�, ,..y a _� 1: 11...1'''. _ %% i. t': a. &:` ,YY., " 'p NEW IN-GROUND POOL W/HOT `2 ''-y ! .-"''. TUB;PART OF SEPARATE _ i =' ° !' ��'. 108:: APPLICATION I,e:. t .. .:::' , :� 1111 :, ,' .. .,..,'• ..: _, OUTDOOR SHOWER:''. ............. . ..........._....._................._....................................__........ . ...._.,......-............................................. I. -.._- .... . .: '. „ s . ................1.. `:1:111 ft HOSE BIB, 1 11........... ....._......._............................................................................._........... .._........ % 11.11.,1111 u�.,: :, 11'11:::11::11°.;.<',' ..::I,r;„..:' 002 Y DECK ON 2X6S .. . _ .- ... -_.. ..._... ._. 111 _..._...._... ... 11 .1 _... ....._.._.....1111.- _1 - _. .. 1111.. .111.1 .._ _ - 11 D @16"X� ,.r 1111.... . . w I 'U' 1111 1111 �,�� ,It I _,__������������_____"_���� B 4..111_ " .. ._.. ._- ____.._______ -__11...11_.. . --........ .. Ea 1:;111' , N: .,;; . w e - . . - {-- .::. F;r I , { ia. .. 7L-,4 . ---_.._......_--- ._........-._. . . ............ .. ....ir ., ... - - ::, -:: : - '----_ .. .................................1111.. ..........,............. .. ... .:.� ..:,,;�:. :. .z: ... ......................1111.... ... 1111... ............ : B.. I lb wwmzr4ra { . ,', ,::. I H BA , , : : ...1.1.......1.1.... I /� ALF BATH ✓ 2 j... I 002 ,,;. .::° �' �.:: EXPOSED CONCRETE WALL A .:1. ..,; , .;. .. ..1111 .. .. - ..,......, . I... A 09.04.18 DOB AMENDMENT �'. !o? I { -- - - _ --- .......................-. ............................-.... . -bbb " " ` _ 0411 18 DOB FILING / 1111, # r... ;� z , I ;' Q - ......,. .-' POOL DECK' ISYMBOLS LEGEND . I. w m . .. o r 1031 REV NO DATE ISSUEDTO W>... ,: 1111...1111....-_-_. -. --1111... .. . . I "\ I o r.. .._ 1111 PENT EXT I R SYMBOL DESCRIPTION .:t.... : _: . 1 r 1 r ­11 ROOM PROJECT NORTH M.. . _................... ........................ . ........ u I _.... ..... L..:................:.:............................................. .. . ............ NAME 110 I HEATER A \ L,. ® ROOM TAG:NAME,NUMBER,&AREA �u I. .. ELEC PANEL MOUNTED :;:_; I r 811 L :........_ ._ _. ........ 0()3 : p1-011 41 11 I......1........-......................................:... .. (METER @ EX'G MAIN HOUSE z . I Q O -6 ......11 _.11........1......1......1..........1.... EX'G CONSTRUCTION A ,..,I. ....-............................. ....-............- ..I............. ..1..... o .. � UTILITY I : eo I ® rewalzr.ra1_4� EQ EQ. L._. ___�__._ __..__........... .. ... . __ RESIDENCE` _ IX'G CONSTRUCTION TO BE REMOVED :- O { r i, .. N Z I _I.I._,_....._-_..._.1 - :;.. I. Hw 455 NORTH R ' =:1, =_ .. _ 1111_ . .. NEW CONSTRUCTION UTILITY ROOM TO BE o # R H VIEW D r D rc. = -� _> ----------------- ORIENT, (�- ENT, NY 11957 1 HR RATED @ WALLS>t ,_. ----------- OVERHEAD _': ,.. _ ,.; I _:.2 1111-. CEILING 1. F.? i Q......._.... . -_ T.O.BENCH t0'-9° HIDDEN BELOW I A : . : p z ( -�SI PM MDF SHELVING ON -" I :4 11........ .............. ... NCH WITH .... ........ CIP CONC BE STANDARDS E I 004 NK BLUESTONE TOP;ALIGN WITH BRACKETS ef'` '" I' STORAGE ! q 5 1 THIRD STEP SHEET TITLE : I _ , :. ,:.o ,I' ............... _ IX G DOOR ®bb b b bb lewalzs.ra 1 , .>._,I, 4. _ _ I { S, _ CONSTRUCTION PLANS : :a., ., NI 1, 6 I V i:;. �- i - 4 -' - FL 1ST FL R i WAL SEE STRUCTURAL „ ""' MINI REF - � I 1 - j . R I PANTRY CABINETRY LOC'D { & ROOF 4 ,{ NEW DOOR . l:. .. µ I IN CAB r -I_LA s; i. {.. L: .. _ WOOD STAIR I -.., _ _ 1111_ _ _ -_ _ - EA ... ... r .... .. ...: .. S L ANO SIGNATU r.� ,, - i , „ i ;, CWB PROJECT NUMBER . % .. 111.1 ... ... 1_ 1111 1111 .. . .... ... :r... - 1111 .-_,.. __� 111:1:',,':...�:,..,;.;"r'i(:':..:.'r`,y�,:.:. �:: � ... 111;1,.:,.;...'�. 1111 1 11. 1111,..,.. i :.. , "..i:. 1111 -: :' 1 1 �L.f' I Q ... , . 1' I SECTION REFERENCE: !. � ,1111. 1111 �•:': �.;�i... 9-0 :. 1111. ...,t :L... y;l:, ''III.�� ..i. .: r. 17-0 . DISPLAY D I, _ D .. S WG NO ft SHEET NO -1111 - 1111..: 1111..:,1111 ,....... . . i'4 :� - ��- E % ,.. "f .., n. 1 .. '' 1 11111 AO 0 'C R A R C . is AWN BY 5 I � N 0649 I . ... ^ 1 _ ��' FOUNDATION '�-::.' is ;1111 1111. i .. ., .,. .. ': N. . DR . . ,.i......:.....:I,.. .a... ... .:. .. ;:I..... ,.. 4n` 111:1_ ,: . . . INDICATOR LL WALLS TYPE 1111, ,� 2 'I' 9 _. i . „ WALL !: jam: a i ria TYPE R A m A Z .... ...... . .. , N 1 ,... ,.. A U 0) JRB .,: �'- �.... I I1111 '1 ra;' .,1........... .. E E . . ,. ..i J_,3T:'% REVIEWED BY .. ... , o .. .. .. .. ... ... 1111 1111. 1111. .. ' .aa ... .. 1;1.11-. .- .. ,f ' .. 1111.:. � � ELECTRICAL METER ;,,�� 1111., � - � � � I ii „ cM GAS METER sI 025312 Q� LS CONSTRUCTION PLAN: WM WATER METER TFOF NE��O SHEET GROUND FLOOR ® ELECTRICAL PANEL 04 OF 07 SCALE 1/4" = 1'-O" SHEETNIUM13ER BE BATH EXHAUST FAN;REFER TO DRAWING An FOR SPECIFICATIONS sD COMBINATION SMOKE/CARBON A- 2u` 2m0l co MONOXIDE DETECTOR CW BARCH ITECTS STRUCTURAL PLAN HOWARD RESIDENCE GENERAL NOTES 455 NORTH VIEW DR ORIENT, NY 11957 1. CONTRACTOR SHALL PROVIDE STOP DRAWINGS FOR FABRICATED STEEL MEMBERS 2. ALL NON-BEARING PARTITION WALLS ARE TO BE CONSTRUCTED AFTER FLOORS ABOVE/BELOW ARE COMPLETED. PARTITION WALLS ARE NOT TO BE USED TO SUPPORT FRAMING. PROVIDE DEFLECTION TRACK AT TOP OF ALL PARTITION WALLS. C W Bfk R C H I T E C T S 45 Main Street 3. FRAMING MEMBERS AND DETAILS NOT INCLUDED ON I suite 824 DRAWINGS ARE TO FOLLOW CODE PERSCRIBED DESIGN Brooklyn,NY 11201 METHODS. CONTACT A.O.R.IF REQUIRED FRAMING CONDITIONS 'P1 718 624 1700 ARE BEYOND THE PERSCRIPTIVE DESIGN CRITERIA,INCLUDING ALL LOCAL WIND CONDITIONS. ILF 1718 624 3232 www.cwbarchitects.com 4.STRUCTURE HAS A DESIGN WIND SPEED = 135 MPH, EXPOSURE"D". CONSULTANTS CIVIL ENGINEER YOUNG Et YOUNG 400 iOSTRANDER AVENUE RIVERHEAD,NY 11901 631.727.2303 tcw ygungengineering com 1 E I Zx6 i 1611 0 C !i !r z i t WOOD DECKING DIRECTION ROTATES AT NORTH PATIO #{ 3 i 3 I! i 3 f � I : i ( ri I I s 1 , i RETE RETAINING WA � LOW CONCRETE LL, SEE S-101 3 I ` ' I i I 09.04.18 DOB AMENDMENT € 2X6 @ 16 j REV NO DATE ISSUED TO D.C. i OPEN TO EXTERIOR PROJECT NORTH 001 „ 2X6 LEDGER BOLTED TO FACE OF !r CONCRETE,TYP ARD RESIDENCE - I 455 NORTH VIEW DR ORIENT, NY 11957 (2)2x12 STAIR STRINGER;GC SHALL ? F T ::..--...—'........................................ ...........: COORD WITH SLOPE OF STAIR RUN AS INDICATED IN ARCH DWGS _............. ._ ,.._..__....._..._....,._....T._....,...__...._..--,._..__._. _. .._ ..... ._._.__.. .. „.�...._....__.�....._....,..,. . ... . ._,"....-__,..A `�,, i SHEET TITLE WOOD DECK , , i FRAMING PLAN - ' • "°- SEAL AND SIGNATURE CW B PROJECT NUMBER I (2)2x12 STAIRSTRINGER;GC SHALL ���RED AR . DRAWN BY �"` ••e._ "°� � � COORD WITH SLOPE OF STAIR RUN AS Fi �� OP�.i co� 0649 INDICATED IN ARCH DWGS co e.: k , Z t{ EWED BY REN LS ll Q� ww 0,05 12 yO SHEET of E`N 07 OF 07 DECK FRAMING PLAN SHEET NUMBER AT POOL SCALE 1/4" = 1'-O" 02mOO CWBNRCHITECTS HOWARD DECK = ' - 455 NORTH VIEW DR ` ORIEN + T, NY 11957 455 NORTH VIEW ® R CWBtkRCHITECTS MainStree � 45 t Suite 824 ORIENT, NY 1 1957 Brooklyn,NY 11201 Lr'l 718 6241700 [1]718 624 3232 www.cw ba rc h i tects.co m ABBREVIATIONS & SYMBOLS SITE SHEET INDEX CONSULTANTS CIVIL ENGINEER YOUNG ft YOUNG ARCHITECTURAL ABBREVIATIONS NO I TITLE 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 T-001 PROJECT Et SITE INFORMATION 631.727.2303 ABBR IDESCRIPTION JABBR IDESCRIPTION JABBR IDESCRIPTION A-101 DECK CONSTRUCTION AND STRUCTURAL PLANS 1cw(@youngengineering.com Et AND ENCL ENCLOSURE; ENLCOSEO OC ON CENTER @ AT ENG ENGINEER OD OVERALL/OUTSIDE DIM : w <;.._y ° `.;-` : i Iry rtrr "}1 : :." :; ?u'`;x t } : r.'17 1°"a:'?'7 € s 8 -- A/C AIR CONDITIONING EQ EQUAL;EQUIVALENT OP'G OPENING NOTES ACCOM ACCOMMODATE EQUIP EQUIPMENT OPH OPPOSITE HAND ACT ACOUSTIC CEILING TILE IX'G EXISTING OPP OPPOSITE GENERAL NOTES ADJ ADJACENT EXP EXPOSED PART PARTITION;PARTIAL AOJT ADJUSTABLE EXP JT EXPANSION JOINT PBO PROVIDED BY OTHER/OWNER : . ! C °C7` ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND AFF ABOVE FINISHED FLOOR EXT EXTERIOR PCC PRE-CAST CONCRETE ' ALL OTHER APPLICABLE CODES,RULES AND REGULATIONS. £ - CONTRACTOR SHALL CARRY LIABILITY INSURANCE AND WORKMAN'S COMPENSATION INSURANCE ALT ALTERNATE FD FINISH DIMENSION PL PLATE w my _. � ' -- "' IN THE AMOUNTS REQUIRED BY LAW AND AS OTHER WISE STIPULATED IN THE CONTRACT ALUM ALUMINUM FDN FOUNDATION PLAM PLASTIC LAMINATE " . " `` ANOD ANODIZED FF FINISH FLOOR PLAS PLASTER 'r W`` �` 0, DOCUMENTS. AP ACCESS PANEL FIN FINISH PLUMB PLUMBING r•we ._ '. 1; - ; APPROX APPROXIMATELY FIX FIXTURE PLYWD PLYWOOD ,. "'1 '? ALL WORK SHALL BE PERFORMED BY PERSON'S LICENSED IN THEIR RESPECTIVE TRADES. ARCH ARCHITECT;ARCHITECTURAL FLG FLASHING PNT PAINT/PAINTED /%' COMPLY WITH THE O.S.H.A.INCLUDING SPECIFIC RESPONSIBILITIES TO PERFORM REPORTING ASPH ASPHALT FLR FLOOR ING POL POLISHED RECORDING REQUIREMENTS.OBTAIN INFORMATION REGARDING RESPONSIBILITIES UNDER THE ACT. ( 1 s 4 .. • t BB BASEBOARD FLUOR FLUORESCENT POS POSITIVE }; ; F ;? .Ct' PROVIDE AND MAINTAIN BARRIERS,SIGNS,ETC.FOR PROTECTION OF UNSAFE AREAS.PROVIDE BC BUNDLED CABLE F.D. FACE OF PRELIM PRELIMINARY r•l••� "NI AND PAY FOR PERMITS,FEES AND SPECIFIED INSPECTIONS.PROVIDE CERTIFICATES OF INSPECTION BD BOARD FP FIREPROOFING PVC POLYVINYL CHLORIDE Y 5 - ` ` S'?'T GENERALLY ISSUED BY GOVERNMENTAL AGENCIES OR UTILITIES CONCERNING PROJECTS OF THIS BEY BEYOND FPSC FIREPROOF SELF-CLOSING R RISER r= t> .�, -�'"'� � BIT BITUMINOUS FR FIRE RESISTANT R/A RETURN AIR . ,.. -� e' �, � TYPE TO THE ARCHITECT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION. BLDG BUILDING FS FINISH SLAB RAD RADIUS; RADIATOR t �, , - 3 I WHEN CONTRACTOR IS IN DOUBT AS TO THE TRUE MEANING OF THESE CONSTRUCTION � r BILK BLOCK FT(') FOOT;FEET RCP REFLECTED CEILING PLAN DOCUMENTS,THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT. BLKG BLOCKING FTG FOOTAGE; FOOTING RD,RND ROUND •,1i ` �, _•_ � !I-T"Y • � ,,� p �--- -, � DO NOT SCALE DRAWINGS.THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND BM BEAM GA GAUGE RECPT RECEPTACLE e"/ �•°a b _ VERIFY ALL DIMENSIONS MARKED VIF.CONTRACTOR SHALL NOTIFY THE ARCHITECT IN CASES B.O. BOTTOM OF GALV GALVANIZED REF REFER T0;REFRIGERATOR ; -- -�" ) `°N ! {C• # ` I~� OF DIMENSIONAL OR INFORMATIONAL DISCREPANCIES OR CONDITIONS REQUIRING CLARIFICATION BRG BEARING GC GENERAL CONTRACTOR REINF REINFORCED .C ' BTW BETWEEN GD GROUND REQ'D REQUIRED >�? •"� �:. '� �, �,�` .�^`� �' `' � '�-- • � fr °` � BEFORE PROCEEDING WITH THE WORK. CAB CABINET GFI GROUND FAULT INTERRUPTER RES RESILIENT DIMENSIONS ARE TO ROUGH STUD UNLESS NOTED OTHERWISE. CBB CEMENTITIOUS BACKER BOARD GL GLASS REV REVEAL . s ' CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS ON SITE PRIOR CDR CEDAR GWB GYPSUM WALL BOARD RM ROOM ; P w, .; £ ° ,ay TO ORDERING MATERIALS,FABRICATION OR INSTALLATION. CEM CEMENT;CEMENTITOUS HD HAND;HEAD RO ROUGH OPENING r "� ," I THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL ° OF THE WORK INDICATED ON THE DRAWINGS AND ALL OTHER WORK THAT MAY BE REQUIRED TO CFM CUBIC FEET PER MINUTE HDR HEADER SBO SUPPLIED BY OTHER ._ * ' CHR CHROME HDWR HARDWARE SCHED SCHEDULE 4 �+ CENTERLINE HT,HGT HEIGHT SEC SECTION y $ ` � "�,t,„ ' ;r,�, - -Bq�,• '?°���, ��° �"� PATCH FINISH AREAS TO MATCH ADJACENT SURFACES. CIP CAST-IN-PLACE HM HALLOW METAL SIM SIMILAR - ,, a , ' , Bg` r=E PROVIDE INSTALLATION IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS.OBTAIN 7^ _. TECHNICAL INFORMATION REQUIRED FOR INSTALLATION FROM THE MANUFACTURER PRIOR TO CJT CONTROL JOINT HORIZ HORIZONTAL SOF SOFFIT �°••-"' �?s,t? �� - �� I�* ,� - -�- F. ,�-- �.= y• � � CLG CEILING HR HOUR SP SPRINKLER A=;'• } , w _ m P�� ° ORDERING,FABRICATION OR INSTALLATION OF ANY MATERIAL. CLR CLEAR ANCE) HVAC HEATING,VENTILATION Et A/C SPEC SPECIFIATION;SPECIFIED ( PROVIDE UNSPECIFIED PARTS REQUIRED FOR PROPER SYSTEM OPERATION OF BUILDING CMU CONCRETE MASONRY UNIT HW HOT WATER SQ SQUARE P - .w s " , SYSTEMS ENUMERATED IN THIS CONTRACT. COL COLUMN IN(") INCH SS STAINLESS STEEL --^"°""""' ���; �°� `".�•`'•, r ,r �<r' „�~ � �-' � & � , � � '� COMBO COMBINATION INCL INCLUDED; INCLUDING STL STEEL _ �- ~" ` °�� - i'" y� c CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS CONC CONCRETE INSUL INSULATION; INSULATED STR STRAIGHT °�`"`"" � K, �°.:�;.a ,� &.15��` � ¢`' � �`` ` � WITHIN THE PROPOSED CONSTRUCTION AREA.CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE CONST CONSTRUCTION INT INTERIOR STOR STORAGE v BpCK1 °�''� 1 4"•` _ __ `! - SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.CONTRACTOR SHALL HAVE NT CONTINUOUS JT JOINT STRUCT STRUCTURE;STRUCTURAL S _ ` '��.. . CO CO UOUS ) -•-'�"r ., . � '' ,�.. . SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES A �, � ,� , � �. �,.,.r- ,�'�w-,�.._..„ -- CAUSED BY OR DURING THE WORK. COORD COORDINATE L LENGTH SUSP SUSPENDEDi`o• u „, a x;e_•.,;�,,� � « A CONTRACTOR SHALL COORDINATE THE WORK OF TRADES REQUIRED FOR THE COMPLETION OF CP CENTER POINT LAM LACQUER T TREAD M �"k, `�' $ , f WORK INDICATED IN THE CONTRACT DOCUMENTS AND FOR COORDINATION WITH OTHER CPT CARPET LAM LAMINATED; LAMINATIONS TEL TELEPHONEd± � µ '� `� -.••-. _.• - = ^� POOL,POOL HOUSE,STAIRS AND LOWER DECK CT CERAMIC TILE LAV LAVATORY TEMP TEMPERATURE/TEMPEREDn -- _ � I AREA FILED AS SEPARATE APPLICATION CONTRACTOR(S) ENGAGED BY OWNER FOR WORK CONTIGUOUS TO THIS CONTRACT.NO CTR CENTER LIN LINEAR TItG TONGUE Et GROOVE WORK DEPENDENT UPON ANOTHER TRADE SHALL BE STARTED UNTIL THE WORK OF THE PRIOR CW COLD WATER LCC LEAD COATED COPPER THK THICK;THICKNESS ,. . + a- 1�1A� �,.\ �;�_,,. � TRADE HAS BEEN SATISFACTORILY COMPLETED. CWR CLEAR WESTERN RED CEDAR LT LIGHT TILT TOILET ��A .._, '. NEW WOOD DECK ON CONCRETE FOOTINGS # ;�" X '',` ALL WORK SHALL BE INSTALLED TRUE,PLUMB,LEVEL,STRAIGHT,SMOOTH,WITH TIGHT-FITTING D DEPTH; DEEP MAS MASONRY T.O. TOP OF JOINTS,AND AS OTHERWISE CALLED FOR SUCH THAT IT IS COMPLETED IN A WORKMANLIKE DEG(°) DEGREE MAX MAXIMUM TAS TOP OF SLAB *•.�,' ...�" ; , 4A c,E -� � �. REMOVE IXG STEPS AND LANDING AT MAIN HOUSE MANNER AND AS OTHERWISE STIPULATED IN THESE CONSTRUCTION DOCUMENTS. DEMO DEMOLITION MECH MECHANICAL NP TYPICAL i t �� �`�r; '�0p1"�Op � \ �� Y� .� � DEPT DEPARTMENT MEMB MEMBRANE LINO UNLESS NOTED OTHERWISE ;- ,3 b. ' +123 _ . i `, ,'. �a - : ' REMOVE PORTIONS OF IXG DRIVEWAY AS SHOWN KEEP THE CONSTRUCTION SITE IN A NEAT,ORDERLY FASHION. DIA DIAMETER MFR MANUFACTURER VB VAPOR BARRIER c _ "'r AND EX'G NORTH RETAINING WALL C 1 t t r ` fir; •<�, 7 KEEP CONSTRUCTION DEBRIS IN DESIGNATED CONTAINERS AND REMOVE FROM THE SITE AT DIAG DIAGONAL MID MIDDLE VCT VINYL COMPOSITION TILE " > `=rk• EX'G HOUSE TO REMAIN,PROTECT THROUGHOUT �•, +•,a �, �`�.l�', .� �, ,� ?r. = h•,. � � i REGULAR INTERVALS TO AVOID UNSIGHTLY OR HAZARDOUS SAFETY CONDITIONS. - Y CONSTRUCTION. DIF DIFFUSER MIN MINIMUM VEN VENEER WORK UNDER THIS CONTRACT SHALL BE VACUUM CLEANED WITH LIGHT FIXTURES AND WINDOW DIM DIMENSION MISC MISCELLANEOUS VERT VERTICAL �^ -:w 1 ' ° OMPR DAMPER MLWK MILLWORK VIF VERIFY IN FIELD a" , �, r _ GLASS CLEANED OR POLISHED. ON DOWN MGMT MANAGEMENT W WIDTH ,., '• �;;._.•,� h.� '' "`I / i ` ';"� THE CONTRACTOR IS STRICTLY RESPONSIBLE FOR A WATERTIGHT BUILDING CONDITION IN ALL DR DOOR MO MASONRY OPENING W/ WITH * "; " ,° "'.t 1-7,9 h� AREAS WHERE WORK UNDER THIS CONTRACT IS UNDETAKEN.CONDITIONS BELIEVED TO BE DTL DETAIL MRGWB MOISTURE RESISTANT GWB WC WATER CLOSET ` ' '" �' �.� �'"" a �_�? r ,n :; l , •'�`�, POTENTIALLY PROBLEMATIC ARE TO BE REVEIWED WITH THE ARCHITECT PRIOR TO COMPLETED DW DISHWASHER MTL METAL W/o WASHER Et DRYER >'" ' ' s ?_ ; CONSTRUCTION OF THOSE AREAS. DWG DRAWING NIC NOT IN CONTRACT WD WOOD �a ° v ^.� T-, F. - .�, ,`t ' h s O,; �O f ES NEEDED TO COMPLETE THE WORK. r t1 _._.,. . F PROVIDE AND PAY FOR TEMPORARY FACILITY r R t . -X k EA EACH NO(#) NUMBER WIN WINDOW t" t i dg.' 1;;,l # `�,� 9 a -, `. #:,•". THESE TEMPORARY FACILITIES INCLUDE,BUT ARE NOT LIMITED TO:FIRST AID,FIRE PROTECTION, ELEC ELECTRICAL NOM NOMINAL WPF WATERPROOF 1 t 2,4=, SECURITY,CONSTRUTION STORAGE,MOISTURE CONTROL,SCAFFOLDING,TRASH AND DEBRIS ELEV ELEVATION NTS NOT TO SCALE WPM WATERPROOF MEMBRANE 09.04.2018 DOB FILING ENTER EMERGENCY OA OVERALL W/0 WITHOUT ° '��� f j C ° 1 "< aa' � A '� 9C'f e REMOVAL,LIGHTS,TELEPHONE,TOILETS AND HEAT IF REQUIRED. • � �. �` � �� � .,� REV NO DATE ISSUED TO GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING FINAL ARCHITECTURAL SYMBOLS LEGEND �_ �lF � z^:i 6 q- m �W �/ gam,°,i•. ?,\ ', ACCEPTANCE OF EACH BUILDING BY THE OWNER.STOP WATER LEAKS,CLEAN EFFLORESCENCE, �_ REPAIR SETTLEMENT AND SHRINKAGE CRACKS REMEDY DEFECTS OR DEFICIENCES CAUSED PROJECT NORTH SYMBOL DESCRIPTION SYMBOL DESCRIPTION , �q x."> �. 'r; ;� <' g i , c R ) `w A BY POOR WORKMANSHIP OR THE USE OF INFERIOR MATERIAL OR EQUIPMENT WHICH DOES NOT ROOMg;I - .�", o gam'" 3 A �' , NAME •• ! ---� �. `. '• .,� �' '�e'` -"" �`` � �-�-''``� MEET REQUIREMENTS NOTED AND/OR SPECIFIED.CORRECT DAMAGE CAUSED BY WATER LEAKS - ,•.�Q - �- _ - •-• 1y ,r� r� , ' a DURING THE GUARANTEE PERIOD TO ORIGINAL CONDITION AS DETERMINED BY THE ARCHITECT. ROOM TAG:NAME,NUMBER,It AREA SECTION REFERENCE: _ 0 DISPLAYS DWG NO Ir SHEET NO ,. + : ~ 6 .,: ! r" _ �^` i HOWARD DECK ,, .� y ° , �"" - T` �� THE GUARANTEE PERIOD SHALL NOT TERMINATE UNTIL CORRECTIVE MAINTENANCE REQUIRED ao.o ,� >; _. ; / '� 455 NORTH VIEW DR �•-.r DURING THE PERIOD IS COMPLETED TO THE SATISFACTION OF THE OWNER AND ARCHITECT. EXG CONSTRUCTION .� � •'. tys N* A,V, r,'A. 6f- 8 �° , 7, ! :; IF CONTRACTOR FAILS TO PROCEED OR COMPLY WITH THE TERMS OF THIS GUARANTEE THE ORIENT NY 11957 L IX'G CONSTRUCTION TO BE REMOVED O PLAN DETAIL REFERENCE: ' d `+ -= �y/ P� - • ----`---` *p �t ,° �� t p y. , OWNER RESERVES THE RIGHT TO HAVE THE REPAIRS CORRECTED BY OTHERS AND BACKCHARGE DISPLAYS DWG NO 8 SHEET NO �� ,p�- ,.�' °°�•'°�' �` �. ��, ,�'�,; ,° NEW CONSTRUCTION c•, $ ''` '`^'a"3 *. THE CONTRACTOR F R r w, d COSTS INCURRED NEW CONCRETE CONSTRUCTION O __ ___ -_.._ .. _.__ ..._ ...._..•_ _V.,_ ___.� � t s l ,a GENERAL CONDITIONS OVERHEAD INTERIOR ELEVATION REFERENCE: r '� DISPLAYS DWG NO Et SHEET NO ,Y v s "4° ° SHEET TITLE 0 A0.0 0 µ b { �` y1 THE CONTRACTOR SHALL CAREFULLY FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS - - HIDDEN BELOW m v rte" '� � 1l.% '' °'s ¢6tI SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF THE WORK,AND SHALL NOTIFY THE PROJECT Et- SITE —- CENTER LINE 0 pp?, '' ' ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE DOCUMENTS AND FIELD 000 DOOR TAG: (" ;. ° •�' , r,,r� ': r s. _` '" MEASUREMENTS. INFORMATION A REFERS TO DOOR SCHEDULE � � d '` THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF TEMPORARY SHORING BRACING,OR OTHERWISE PROTECTING ANY PROTION OF THE EXISTING STRUCUTRE AND UTILITIES , EX'G DOOR 000 WINDOW TAG: it s FROM DAMAGE DURING CONSTRUCTION.THE ENGINEER IS SPECIFYING THE FINISHED CONDITION REFERS TO WINDOW SCHEDULE ONLY,WITHOUT ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR s .. r., . O OBJECT TAG: - r' WILL ACHIEVE THIS RESULT. SEAL AND SIGNATURE CWB PROJECT NUMBER AOOOA ° ti REFERS TO SCHEDULE �' , f3 �, qC 1 � CONSTRUCTION NOTES RED q OBJECT NAME ALL DIMENSIONS GIVEN ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. �5�� N R. Co "� 0649 NEW DOOR WALL TYPE INDICATOR *$ C, SOP Oe DRAWN BY (F.D.INDICATES FINISHED DIMENSION) 0 DETAIL REFERENCE: " EXTERIOR WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH 2 m kA SXN A0.0 DISPLAYS DWG NO O SHEET NO TOS ELEVATION DATUM WITH BASE BUILDING STRUCTURE UNLESS NOTED OTHERWISE * ) a 'I * REVIEVJEDBY 0'-0" `^ CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN r _�v SPOT ELEVATION � ON DRAWINGS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS BEFORE PROCEEDING WITH THE WORK. JT13 Q REVISION MARKER FOR DOOR TYPES AND DOOR SCHEDULE SEE DRAWINGS A1.1. IAF 025312 ��' SHEET 0 OF NPN� EXIT LIGHT STAIR REFERENCE: j ALL DOORS SHALL BE UNDERCUT,TO CLEAR FINISH FLOOR OR THRESHOLD BY 1/4", e T @ 0 o-Up DISPLAYS RISER Et TREAD INFORMATION UNLESS OTHERWISE NOTED ON THE DOOR SCHEDULE SHEET NUMBER 01 OF 07 SITE PLAN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT COMPLY EMG 1 WITH ALL REQUIREMENTS.DO NOT SCALE DRAWINGS.DIMENSIONS GOVERN.LARGER SCALE: 1:400 e EMERGENCY LIGHT SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGS I u U u u DO NOT SCALE DRAWINGS. CWB4RCHITECTS HOWARD DECK 455 NORTH VIEW DR ORIENT, NY 11957 CW13NRCHITECTS 4.5 Main Street Suite 824. Brooklyn,NY 11201 p1 718 624 1700 1 1718 624 3232 www.cwbirchitects.com CONSULTANTS CIVIL ENGINEER YOUNG£t YOUNG 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 631,727.2303 tcw(@ oun en meerm 4X4 WOOD POST ON POST BASE ON 8" y g g' g com DIA'SONOTUBE'FOOTING AT 36"DEEP, j TYP. STRUCTURAL PLAN __....._.... i 2X6 STACKED BOX STRINGERS AT ALL GENERAL NOTES STAIRS 1. CONTRACTOR SHALL PROVIDE STOP DRAWINGS FOR _,._.. _...._... . _ .. FABRICATED STEEL MEMBERS " 2. ALL NON-BEARING PARTITION WALLS ARE TO BE CONSTRUCTED AFTER FLOORS ABOVE/BELOW ARE COMPLETED. PARTITION WALLS ARE NOT TO BE U5'FD TO SUPPORT FRAMING. PROVIDE DEFLECTION TRACK AT TOP OF ALL PARTITION WALLS. 2X8 @ 16" O.C. 3. FRAMING MEMBERS AND DETAILS NOT INCLUDED ON DRAWINGS ARE TO FOLLOW CODE PERSCRIBED DESIGN 2X8 LEDGER WITH JOIST HANGERS, METHODS. CONTACT A.O.R.IF REQUIRED FRAMING CONDITIONS TYP ARE BEYOND THE PERSCRIPTIVE DESIGN CRITERIA,INCLUDING ALL LOCAL WIND CONDITIONS. 2X8 LEDGER ATTACHED TO EX'G HOUSE 4.STRUCTURE HAS A DESIGN WIND SPEED = 135 MPH, EXPOSURE"D". I EX'G HOUSE DECK FRAMING PLAN ,-80 AT EX'G HOUSE R��� 82 SCALE 1/4" = T-O" N� 84� `90 :_.. X92 74 64 6 '96" 98 NEW WOOD STAIRS Er DECK TO EXISTING HOUSE;SEF 3/A-101 FOR FRAMING AND FOOTING REQUIREMENTS 100 a 112 1 110 � 108 106 SETBACK � C IE \ ' C�� '1da \ -� ,.�, o I 102 \ l - U.. 2 1 ✓° C� o t►sr`9. 104 @� 14113112 11 0 8 6 5 4 3 2 1 - R @ 6-9/16.. q b s �_ -_ _i \ �1 a c� - Y _ .. T @ 12.. UP I' u �Y. p, -108- 110_.. .,.- 108— 4„f I, -.W 0 _ _ _ C� I 110 112 T177Ta TII6— ©�� 108 106 I Ij a NEW WD STAIRS Er DECK TO EX'G 09.04.18 DOB FILING �06 \ HOUSE REV NO DATE ISSUED TO \ I ° \ I J< I \ �L PROJECT NORTH �J4 ° \ HOWARD DECK \ \ G I 110 o --- ----- Ids %---� 2 � c A / 455 NORTH VIEW DR ORIENT, NY 11957 a" /106 _.-..... 1 , 102 / SHEET TITLE 100 DECK CONSTRUCTION - \ 98 0 / AND STRUCTURAL PLAN L_ ` \ Q 96' I vo L_i 1 ,4 LEGENDI� 0� i 92' p. l \� �^ SEAL AND SIGNATURE CWB PROJECT NUMBER �p°N R. cO'Si� 0649 DRAWN BY \ / NEW TREE EX'G TREE E — yt * RENEWED BY JRB j 9J 025312 Q� LS o EX'G WOOD DECK AND STEPS TO REMAIN / t�. 1 O ��F NEvV SHEET NEW STEPS AND LOW CONCRETE WALL BY OTHERS CONSTRUCTION GENERAL NOTES ,.--- 03 OF 07 ENLARGED 1.ALL NEW SHRUBS Et TREES PROVIDED ft INSTALLED BY OTHERS. SHEET NUMBER - ------��"✓ DECK PLAN _-_ SITE PLANOk 0 SCALE 1/8" = 1'-O" — �— SCALE 1/32" = 1'-O" A- im CWB4RCIiITECT5 ptlf,J DO NOGUNTLSU EY HOWARD POOL HOUSE OF FOUNDATION LOCATIO.1 . 455 NORTH VIEW DR HAS BEENAPPROVED. ORIENT, NY 11957 AP COVED AS�:fl DATE: B.P. , FEE: S'/ U BY: NOTIFY, BUILDING DEPA MENT AT C W B � R C H I T E C T S 455 NORTH VIEW DR 765-1802 8 AM TO a PM , 45 Main Street FOLLOWING'INSPECTIONS:EOR THE suite$24 1. FOUNDATION = TWO REQUIRED Brooklyn.NY»zo7 ORIENT, 11957 FOR POURED TWO . `ff 718 624 1700 2. ROUGH - FRAMING & PLUMBING IF)718 624 3232 3. INSULATION www.cwbarchitects.com --- ---4�INAL=CONSTRUCTION—MUS—T—­- CONSULTANTS SHEET INDEX BE COMPLETE FOR C.O. ABBREVIATIONS �f' SYMBOL'S ALL CONSTRUCTION SHALL MEET THE CIVIL ENGINEER -------- REQUIREMENTS�O THE CODES OF NEW YOUNG Er YOUNG YORK STATE. NOT RESPONSIBLE FOR 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 SHEET INDEX DESIGN OR CONSTRUCTION ERRORS. 631.727.2303 ARCHITECTURAL ABBREVIATIONS Scwnyoungengineering.com T'�g,��Gp�ACAODp�' 1ARRR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION NO TITLE G Rr_-0.°JI QED Et AND ENCL ENCLOSURE; ENLCOSED OC ON CENTER T-001 PROJECT Et SITE INFORMATION i.:,I "; ts?;%�?'.1N`�:.?w;°1" �c�-'-g• " w. t...tr,�;�;,x*,�??�;;'J a 1"'C%%t�d�.`' �' �,i�0�:.�; ��?"T- �= �TA!'�.E $"CSE�•l a,,'�1 a F�lF°���.- I�'7L�'°1�� !�s r-r-»ri @ AT ENG ENGINEER OD OVERALUOUTSIDE DIM C " "' G-001 GENERAL NOTES,WALL Er WINDOW TYPES A/C AIR CONDITIONING EQ EQUAL;EQUIVALENT OP'G OPENING A-201 PROP SITE PLAN Et POOL PLAN RETAIN STORM WATER RUNOFF ACCOM ACCOMMODATE EQUIP EQUIPMENT OPH OPPOSITE HAND Ir I I A-202 CONST PLANS:GROUND FLR,1ST FLR,Et ROOF COMPLY WITH ALL CODES OF PURSUANT TO CHAPTER 236 ACT „ � ., NEW YOR TATE & TOWN CODE ACT ACOUSTIC CEILING TILE EX'G EXISTING OPP OPPOSITE `'�a, 5 , : A�01 ELECTRICAL:GROUND FLR,1:,� riA,Er ROOF OF THE TOWN CODE. ADJ ADJACENT EXP EXPOSED PART PARTITION;PARTIAL11 AOJT ADJUSTABLE EXP JT EXPANSION JOINT PBO PROVIDED BY OTHER/OW"!FR ) 1c7 .�" 0.01 1 A-501 EXTERIOR ELEVATIONS AS REQ ED AND CONDITIONS O - AFF ABOVE FINISHED FLOOR EXT EXTERIOR PCC PRE-CAST CONCRETE '� �' '"" ' �� ,�. �- " � 5-101 STRUCTURAL PLANS:GROUND PLR,1ST PLR,fr ROOF SOUTNOLD TOWN ZBA ALT ALTERNATE FO FINISH DIMENSION PL PLATE LOAM ALUM ALUMINUM FDN FOUNDATION PLAM PLASTIC LAMINATE j ( !_.) ANOO ANODIZED FF FINISH FLOOR PLAS PLASTER ov'l r �N nn " " " ES ELECTRICAL F I,C AP ACCESS PANEL FIN FINISH PLUMB PLUMBING �""'' ` /' Ta APPROX APPROXIMATELY FIX FIXTURE PLYWD PLYWOOD �------ '` r PY"70°SNI 5ILT - '�` E�� INSPECTION REQUIRED ARCH ARCHITECT;ARCHITECTURAL FLG FLASHING PNT PAINT/PAINTED `g. ASPH ASPHALT FLR FLOOR(ING) POL POLISHED !qy@ p ry " BB BASEBOARD FLUOR FLUORESCENT POS POSITIVE �� 5,01 BC BUNDLED CABLE F.O. FACE OF PRELIM PRELIMINARY �: i"-. rF ,. � x BD BOARD FP FIREPROOFING PVC POLYVINYLCHLORIDE PAIL- �'O� Nm1 OCCUPANCY OR BEY BEYOND FPSC FIREPROOF SELF-CLOSING R RISER �P. � 0 ) USE IS UNLAWFUL FLtl;.rr3ER CERTIFICATI ' r L r" C r ,. .9 �� ON «' CERTIFICATE ON LEAD CONTENT BEFORE BIT BITUMINOUS FR FIRE RESISTANT R/A RETURN AIR BLDG BUILDING FS FINISH SLAB RAD RADIUS;RADIATOR i R_ � M - ,� 141.0' WITHOUT CERTIF C oRE BLK BLOCK FT(') FOOT; FEET RCP REFLECTED CEILING PLAN ' •_ Cn-" r H << F'A"Lr;: r � �-� .�I�T� ���� CERTIFICATE'OFOCCUPANCY "'k� OF OCCUPANCY SOLDER USED IN WATER BM BLOCKING FTG FOOTAGE; FOOTING RD,PND ROUND 2 ��- F ANP �'�� � SUPPLY SYSTEM CA T BM BEAM GA GAUGE RECPT RECEPTACLE � �' f `�•'� �' B.O. BOTTOM OF GALV GALVANIZED REF REFER TO;REFRIGERATOR a <* a 4 BRG BEARING GC GENERAL CONTRACTOR REINF REINFORCED EXCEED 2/10 OF 1;o LEI),D. BTW BETWEEN GO GROUND REQ'D REQUIRED .< yCAB CABINET - CBB CEMENTITIOUS BACKER BOARD GLI GLASS GROUND FAULT INTERRUPTER RES RESILIENT Q a - � _ :a,.€' �'� � O.F7, ? t NYS ENERGY CODE EXEMPTION �`'�l crtel�ior 7I:�1�i 4C stelledveptacv or CDR CEDAR GWB GYPSUM WALL BOARD RM ROOMV09 $$� - ---- CEM CEMENT;CEMENTITOUS HD HAND;HEAD RO ROUGH OPENING mpriir0d shrill 000! T tt S � < �C?4.rtJ N_ ,.... ,✓`• $" " � � ►bR �4,I I e'I?�I�'•f t'°`e CFM CUBIC FEET PER MINUTE HDR HEADER SBO SUPPLIED BY OTHER .., ., < ,✓�. W — C)4 EC Ch^^, ter 1� CHR CHROME HDWR HARDWARE SCHED SCHEDULE NYS REQUIRED ENERGY CODE EXEMPTION � „k_ of the Town Co .y. CENTERLINE HT,HGT HEIGHT SEC SECTION — ✓ ,�;`• 9c T:"" ` ._ter CIP CAST-IN-PLACE HM HOLLOW METAL SIM SIMILAR tap e 4. 101.5.2 LOW ENERGY BUILDINGS. CJT CONTROL JOINT HORIZ HORIZONTAL SOF SOFFIT Qit Pi "1?d% `_ THE FOLLOWING BUILDINGS,OR PORTIONS THEREOF,SEPARATED FROM THE REMAINDER OF THE BUILDING BY CLG CEILING HR HOUR SP SPRINKLER z g' .d `' y �QO� � _ EXCAVATE AS REO'D FOR LOCATION OF NEW SEPTIC BUILDING THERMAL ENVELOPE ASSEMu�r.S COMPLYING WITH THIS CODE SHALL BE EXEMPT FROM THE BUILDING CLR CLEARANCE) HVAC HEATING,VENTILATION Et A/C SPEC SPECIFIATION;SPECIFIED i, �� I-� m1 t �O SYSTEM,SEE ENGINEERING DRAWINGS THERMAL ENVELOPE PROVISIONS OF THIS CODE. CMU CONCRETE MASONRY UNIT HW HOT WATER SQ SQUARE 1<: �� r Q� - }`._ NEIGHBORING DRIVEWAY TO REMAIN ON COL COLUMN IN(") INCH SS STAINLESS STEEL {g £� �° -�, y. PORTIONS OF PROPERTY AS SHOWN 1.BUILDING SPACES WITH A PEAK DESIGN!RATE OF ENERGY USAGE LESS THAN 3.4 BTU/H PER SQUARE FOOT OR 1.0 COMBO COMBINATION INCL INCLUDED; INCLUDING STL STEEL 16 a o - > WATT PER SQUARE FOOT(10.7 WN2) . JOR AREA FOR SPACE CONDITIONING PURPOSES. CONC CONCRETE INSUL INSULATION; INSULATED STR STRAIGHT , •,. _ ' _ CK w v/ 'C�t.6 2.BUILDING SPACES THAT DO NOT CUi: ;°J CONDITIONED SPACE. CONST CONSTRUCTION INT INTERIOR STOR STORAGE Yt SSS .r° _ _ ` . CONT CONTINUOUS JT JOINT STRUCT STRUCTURE;STRUCTURAL $ ( µ, RELOCATE LIGHT POLE;COORD.WITH NEW -:. COORD COORDINATE L LENGTH SUSP SUSPENDED < 6 ' �.�.. GRADING AROUND POOLHOUSE CP CENTER POINT LACQ LACQUER T TREAD CPT CARPET LAM LAMINATED; LAMINATIONS TEL TELEPHONE td �p ` ^ - _ 'W PROPOSED POOL PART OF SEPARATE CT CERAMIC TILE LAV LAVATORY TEMP TEMPERATURFtTEMPERED "' 04.: APPLICATON;SEE CONSTRUCTION PLAN FOR AREA TABULAR ENERGY ANALYSIS r OF EXCAVATION FOR NEW POOL,POOLHOUSE,AND CTR CENTER LIN LINEAR T&G TONGUE Er GROOVE / v / =- ` / .' j j ` 4 REFERENCE STANDARD-2016 NEW YORK CITY ENERGY CONCERVATION CODE J�` - 1 ` PAVED AREA CW COLD WATER LCC LEAD COATED COPPER THK THICK;THICKNESS CWR CLEAR WESTERN RED CEDAR LT LIGHT TLT TOILET 1�`A"CV ,: �''% �' REMOVE EX'G TREE; FULLY REMOVE STUMP AND D DEPTH;DEEP MAS MASONRY T.O. TOP OF y''a ROOT SYSTEM. CLIMATE ZONE 4A f REMOVE IX G STEPS AND LANDING AT MAIN DEG( ) DEGREE MAX MAXIMUM TAS TOP OF SLAB DEMO DEMOLITION MECH MECHANICAL TYP TYPICALIca ~° f (2)STORY POOL HOUSE N pp0 NC . < HOUSE DEPT DEPARTMENT MEMB MEMBRANE UNO UNLESS NOTED OTHERWISE �a 1 b +123 ` � . ' ' REMOVE PORTIONS OF EX'G DRIVEWAY AS SHOWN 1 6 = WORK ITEMS PROPOSED DESIGN VALUE DIA DIAMETER MFR MANUFACTURER VB VAPOR BARRIER ' w' t NIT ^� AND DCG NORTH RETAINING WALL DIAG DIAGONAL MID MIDDLE VCT VINYL COMPOSITION TILE ;T �� n •R f "' ERG HOUSE TO REMAIN,PROTECT THROUGHOUT A MINIMUM OF 75%OF THE LAMPS IN t% .5.. '- *• CONSTRUCTION- DIF DIFFUSER MIN MINIMUM VEN VENEER q �, P �` t 1 ,6 ,o�/ INTERIOR LIGHTING PERMANENTLY INSTALLED LIGHTING FIXTURES DIM DIMENSION MISC MISCELLANEOUS VERT VERTICAL 1C .t3 _-» "•1 �*� °� Z / ` / WILL BE HIGH-EFFICACY LAMPS DMPR DAMPER MLWK MILLWORK VIF VERIFY IN FIELD » tC .t >° NOTES: ON DOWN MGMT MANAGEMENT W WIDTH rt� C1 ` ,53• ,� CODE-PRESCRIBED VALUE&CITATION DR DOOR MO MASONRY OPENING W/ WITH � 3 <- t 1 2' 1€ 79 '�S �" 1)ALL SOIL EXCAVATED FOR REMOVALS REQUIRED FOR NEW POOL, A MINIMUM OF 75%OF LAMPS IN PERMANENTLY INSTALLED fl r �r t 1 PAVING,AND POOL HOUSE SHALL BE SAVED ON SIDE AND USED FOR LIGHTING FIXTURES SHALL BE HIGI1 EFFICACY LAMPS (PER DTL DETAIL MRGWB MOISTURE RESISTANT GWB WC WATER CLOSET ('1 6 DW DISHWASHER WL METAL W/D WASHER Et DRYER - wf �' t�� �t. 'C/, '� �?�` f y� GRADING OF UPPER LAWN AREA NORTH OF EXISTING HOUSE SECTION R404.1 DWG DRAWING NIC NOT IN CONTRACT WD WOOD '^.; 1 4 �, °se a {• -7 EA EACH NO(#) NUMBER WIN WINDOW r � . E. /.� P �' 90 2)SEE CIVIL ENGINEERING DRAWINGS FOR REMOVALS REQUIRED FOR I:a . `. • t;R �. \ NEW ORYWELLS 31 Z.4 - j P , a?,f { cl+,, 04.11.2018 DOB FILING ELEC ELECTRICAL NOM NOMINAL WPF WATERPROOF f 1 ELEV ELEVATION NTS NOT TO SCALE WPM WATERPROOF MEMBRANE ",2,0 / '`} '' - �� ° ,. , � •_. .w ENTER EMERGENCY OA OVERALL W/0 WITHOUT A REV NO DATE ISSUED TO ARCHITECTURAL SYMBOLS LEGEND - 1�x- ,a ` 9 ' I a .. � PROJECT NORTH SYMBOp(b t) I L DESCRIPTION SYMBOL DESCRIPTION J° "q ~� ROOM NAME 1 a.:. � { � � -�.' SSS• ' � < ,'� ,d" d �� f � � � ',� .'• � �.`" ,� ® ROOM TAG:NAME,NUMBER,Et AREA SECTION REFERENCE: , 4 X10 , , yrs- a nJ HOW 0 DISPLAYS DWG NO Er SHEET NOS ,� ! �' < r �,. �a .a �`� VU s�f ARD POOL HOUSE '� � �` " � 455 NORTH VIEW DR EXG CONSTRUCTION '»TI ,TU °! ? . . TA"I�3" , £.fir. >) �, r .a { t '� s t L,, EXG CONSTRUCTION TO BE REMOVED O PLAN DETAIL REFERENCE: k'`e� . r j", �' I S� ORIENT, NY 1 1957 DISPLAYS DWG NO Et SHEET NO a �Y P _ 5 ✓r NEW CONSTRUCTION H= AT "x' •; I ; I _. ` >, ra � 7 t r' f di"ir0.} ` +�'t t,1 1 :M NEW CONCRETE CONSTRUCTION 0 1 "^ '< �s !` 87.7x' , . 1 l ----------- OVERHEAD INTERIOR ELEVATION REFERENCE: r� r SHEET TITLE 0 A0.0 0 DISPLAYS DWG NO Et SHEET NO < I \1��,.^ �� �� � ---- HIDDEN BELOW � �e / r . ;, ", b ` » PROJECT S- SITE —-— -—- CENTER LINE 0 DOOR TAG: I . .. INFORMATION 0000 REFERS TO DOOR SCHEDULE EX'G DOOR WINDOW TAG: 000 REFERS TO WINDOW SCHEDULE O a SEAL AND SIGNATURE CWB PROJECT NUMBER OBJECT TAG: - ;.L� AOOOA REFERS TO SCHEDULE 9 t; RED Ay OBJECT NAME NEW DOOR �� ,� � S�Op.N R. L+O�y/�� DRAWN BY 0649 { �/ . G C� WALL TYPE INDICATOR k � � 9 � 0 DETAIL REFERENCE: SXN A0.0 DISPLAYS DWG INC Et SHEET NO TOS ELEVATION DATUM0141 ? Loa SPOT ELEVATION �� JTB +® REVISION MARKER X25312 OQ sHEfT 0 OF NE�� EXIT LIGHT R 0„ STAIR REFERENCE: 01 OF 07 TE @ D o-Up DISPLAYS RISER Et TREAD INFORMATION SHEET NUMBER �± SITE PLAN EMG SCALE: 1:400 LLJ) (,C)) (C) Alor, P-) L F__A3 EMERGENCY LIGHT T- 00 1 ■ 00 CWO!t\RCH ITECT5 HOWARD POOL HOUSE GENERAL NOTES IFROUGH CARPENTRY CONSTRUCTION NOTES GENERAL CONDITIONS 455 NORTH VIEW DR 1. ALL ROUGH CARPENTRY SHALL BE EXECUTED IN CONFORMANCE WITH THE AMERICAN INSTITUTE OF 1, ALL DIMENSIONS GIVEN ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. 1. THE CONTRACTOR SHALL CAREFULLY FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS ORIENT, NY 11957 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND 13 CONTRACTOR SHALL COORDINATE THE WORK OF TRADES REQUIRED FOR THE COMPLETION OF TIMBER CONSTRUCTION"TIMBER CONSTRUCTION STANDARDS",RITC 100. ALL OTHER APPLICABLE CODES,RULES AND REGULATIONS. WORK INDICATED IN THE CONTRACT DOCUMENTS AND FOR COORDINATION WITH OTHER 2• WHEN NOT OTHER IDENTIFIED,ALL WOOD BEAMS,JOISTS,RAFTERS,HEADERS,STRINGERS,PLATES (F.D.INDICATES FINISHED DIMENSION) SHOWN DRAWINGS PRIOR TO COMMENCEMENT OF THE WORK,AND SHALL NOTIFY THE 2. CONTRACTOR SHALL CARRY LIABILITY INSURANCE AND WORKMAN'S COMPENSATION INSURANCE CONTRACTORS) ENGAGED BY OWNER FOR WORK CONTIGUOUS TO THIS CONTRACT.NO AND SILLS SHALL BE SPRUCE,PINE,OR FIR#2 OR BETTER,WITH A MINIMUM Fb=875 PSI(SINGLE 2 EXTERIOR WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH ARCHITECCTT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE DOCUMENTS AND FIELD IN THE AMOUNTS REQUIRED BY LAW AND AS OTHER WISE STIPULATED IN THE CONTRACT WORK DEPENDENT UPON ANOTHER TRADE SHALL BE STARTED UNTIL THE WORK OF THE PRIOR USE)AND Fb=100 PSI(REPETITIVE USE),AND E SHALLBE 1,400,000 PSI OR BETTER. WITH BASE BUILDING STRUCTURE UNLESS NOSED OTHERWISE MEASUREMENTS. 3. WOOD STUDS MAY BE DOUGLAS FIR OR EASTERN SPRUCE,GRADED"STUD"GRADE,#2 OR BETTER. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF TEMPORARY SHORING, DOCUMENTS. TRADE HAS BEEN SATISFACTORILY ON DRAWINGS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, BRACING,OR OTHERWISE PROTECTING ANY PROTION OF THE EXISTING STRUCUTRE AND UTILITIES 3. ALL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR RESPECTIVE TRADES. 14 ALL WORK SHALL BE INSTALLED TRUE,PLUMB,LEVEL,STRAIGHT,SMOOTH,WITH TIGHT-FITTING STUDS TO BE CONTRACTOR SELECTED,GOOD QUALITY,TRUE AND CONSISTENT,WITHOUT OMISSIONS AND/OR CONFLICTS BEFORE PROCEEDING WITH THE WORK. FROM DAMAGE DURING CONSTRUCTION.THE ENGINEER IS SPECIFYING THE FINISHED CONDITION BENDING OR CHECKING.EXCESSIVE BE 4. COMPLY WITH THE O.S.H.A.INCLUDING SPECIFIC RESPONSIBILITIES TO PERFORM REPORTING JOINTS,AND AS OTHERWISE CALLED FOR SUCH THAT IT IS COMPLETED IN A WORKMANLIKE 4. LVL BEAMS TWISTING,EAS XXNOTED E PLANS SHALL HAVE A MINIMUM Fb=2800 PSI,E=2,000,000 PSI,AND 4. FOR DOOR TYPES AND DOOR SCHEDULE SEE DRAWINGS A1.1. ONLY,WITHOUT ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR C W B R C H I T E C T 5 45 Main street RECORDING REQUIREMENTS.OBTAIN INFORMATION REGARDING RESPONSIBILITIES UNDER THE ACT. MANNER AND AS OTHERWISE STIPULATED IN THESE CONSTRUCTION DOCUMENTS. Fv=285 PSI.LVL BEAMS SHALL BE"MICRO-LAM" BY TRUSS JOIST MACMILLAN,OR APPROVED EQUAL. 5. ALL DOORS SHALL E UNDERCUT,TO CLEAR FINISH FLOOR OR THRESHOLD BY 1/4, WILL ACHIEVE THIS RESULT. UNLESS OTHERWISE NOTED ON THE DOOR SCHEDULE 3. DESIGN LIVE LOADS: Suite 824 PROVIDE AND MAINTAIN BARRIERS,SIGNS,ETC.FOR PROTECTION OF UNSAFE AREAS.PROVIDE 15 KEEP THE CONSTRUCTION SITE IN A NEAT,ORDERLY FASHION. 5. WOOD"I"BEAMS SHALL BE"TJI"BY TRUSS JOIST MACMILLAN,OR APPROVED EQUAL. Brooklyn,NY 11201 WITH ALL REQUIREMENTS.DO NOT SCALE DRAWINGS.DIMENSIONSS AND PAY FOR PERMITS,FEES AND SPECIFIED INSPECTIONS.PROVIDE CERTIFICATES OF INSPECTION KEEP CONSTRUCTION DEBRIS IN DESIGNATED CONTAINERS AND REMOVE FROM THE SITE AT MANUFACTURER'S RECOMMENDATIONS FOR BEARING REINFORCEMENT,CUTS,CANTILEVERS, 6. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IFCANNOT COMPLY BOOWI PSF FASTENINGSHALL BE STRICTLY ADHERED T0GOVERN.LARGER 4. DESIGNN WIND LOADS: (P)718 Caq 1700 GENERALLY ISSUED BY GOVERNMENTAL AGENCIES OR UTILITIES ,ETC. .S CONCERNING PROJECTS OF THIS REGULAR INTERVALS TO AVOID UNSIGHTLY OR HAZARDOUS SAFETY CONDITIONS. SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGSIT)718 624 3232 TYPE TO THE ARCHITECT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION. 16 WORK UNDER THIS CONTRACT SHALL BE VACUUM CLEANED WITH LIGHT FIXTURES,AND WINDOW 6. PLYWOOD WALL SHEATHING,ROOF SHEATHING AND SUBFLOORING SHALL BE APA GRADE, STRUCTURAL ELEMENTS AND GLASS:30 PSF 7. DO NOT SCALE DRAWINGS. www.cwbarchitects.com TRADEMARKED C-D INTERIOR WITH EXTERIOR GLUE.SUBFLOORING SHALL BE 3/411 THICK T&G,AND 5. WHEN CONTRACTOR IS IN DOUBT AS TO THE TRUE MEANING OF THESE CONSTRUCTION GLASS CLEANED OR POLISHED. SHALL BE GLUED TO FLOOR JOISTS WITH AN APPROVED ADHESIVE PRIOR TO NAILING.ROOF CONSULTANTS DOCUMENTS,THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT. 17 THE CONTRACTOR IS STRICTLY RESPONSIBLE FOR A WATERTIGHT BUILDING CONDITION IN ALL SHEATHING SHALL BE 3/4"THICK AND SHALL BE T&G OR ALIGNED WITH METAL"H"CUPS 6. DO NOT SCALE DRAWINGS.THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND AREAS WHERE WORK UNDER THIS CONTRACT IS UNDETAKEN.CONDITIONS BELIEVED TO BE BETWEEN RAFTERS.WALL SHEATHING SHALL BE 3/4"THICK. CIVIL ENGINEER YOUNG ft YOUNG VERIFY ALL DIMENSIONS MARKED VIF.CONTRACTOR SHALL NOTIFY THE ARCHITECT IN CASES POTENTIALLY PROBLEMATIC ARE TO BE REVEIWED WITH THE ARCHITECT PRIOR TO COMPLETED 7. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY,AND WHEREVER WOOD IS OF DIMENSIONAL OR INFORMATIONAL DISCREPANCIES OR CONDITIONS REQUIRING CLARIFICATION CONSTRUCTION OFTHOSE AREAS. WITHIN 8"OF FINISHED GRADE OR PART OF PORCH CONSTRUCTION,SHALL BE PRESSURE TREATED. 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 B. JOIST AND BEAM HANGERS SHALL BE BY SIMPSON STRONG-TIE CORP.CONTRACTOR SHALL 631.727.2303 BEFORE PROCEEDING WITH THE WORK. 18 PROVIDE AND PAY FOR TEMPORARY FACILITIES NEEDED TO COMPLETE THE WORK. STRICTLY ADHERE TO MANUFACTURER'S FASTENING REQUIREMENTS. 2cwCv@you�youngengineering.com 7. DIMENSIONS ARE TO ROUGH STUD UNLESS NOTED OTHERWISE. THESE TEMPORARY FACILITIES INCLUDE,BUT ARE NOT LIMITED TO:FIRST AID,FIRE PROTECTION, 9• UNLESS SPECIFIED OTHERWISE,PROVIDE AT LEAST TWO JACK STUDS BENEATH ENDS OF BEAMS 8. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS ON SITE PRIOR SECURITY,CONSTRUTION STORAGE,MOISTURE CONTROL,SCAFFOLDING,TRASH AND DEBRIS WHERE POSTS ARE CALLED OUT AS MULTIPLE 2X'S.(ONE KING POST,PLUS AT LEAST TWO JACK TO ORDERING MATERIALS,FABRICATION OR INSTALLATION. REMOVAL,LIGHTS,TELEPHONE,TOILETS AND HEAT IF REQUIRED. STUDS) 9. THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL 19 GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING FINAL 10. FOR WOOD JOISTS SPANS UP TO 14 FEET,PROVIDE A SINGLE ROW OF FULL DEPTH BLOCKING OF THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO ACCEPTANCE OF EACH BUILDING BY THE OWNER.STOP WATER LEAKS,CLEAN EFFLORESCENCE, BETWEEN JOISTS AT MIDSPAN. PATCH FINISH AREAS TO MATCH ADJACENT SURFACES. REPAIR SETTLEMENT AND SHRINKAGE CRACKS,REMEDY DEFECTS OR DEFICIENCIES CAUSED 11. MEMBERS OF BUILT-UP BEAMS,WHERE MADE OF SAWN OR ENGINEERED LUMBER,SHALL BE 10,PROVIDE INSTALLATION IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.OBTAIN BY POOR WORKMANSHIP OR THE USE OF INFERIOR MATERIAL OR EQUIPMENT WHICH DOES NOT SPLICED ONLY OVER SUPPORTS. 12. PROVIDE SIMPSON H1 OR H2.5 HURRICANE TIES BETWEEN EACH RAFTER BOTTOM AND ITS g• TECHNICAL INFORMATION REQUIRED FOR INSTALLATION FROM THE MANUFACTURER PRIOR TO MEET REQUIREMENTS NOTED AND/OR SPECIFIED.CORRECT DAMAGE CAUSED BY WATER LEAKS BEARING POINT. ORDERING,FABRICATION,OR INSTALLATION OF ANY MATERIAL. DURING THE GUARANTEE PERIOD TO ORIGINAL CONDITION,AS DETERMINED BY THE ARCHITECT. 13. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE THE 11.PROVIDE UNSPECIFIED PARTS REQUIRED FOR PROPER SYSTEM OPERATION OF BUILDING 2O THE GUARANTEE 1`700 SHALL NOT TERMINATE UNTIL CORRECTIVE MAINTENANCE REQUIRED NEED FORCUTS HALN NOT BE DEEPER THAN 1RED HOLES IN NING LUMBER.IN HE MEMBER DEIRDERS,BEAMS OR PTH NOR MORE THAN 2"IN,DIA., S AND RADE g 1 SYSTEMS ENUMERATED IN THIS CONTRACT. DURING THE PERIOD IS COMPLETED TO THE SATISFACTION OF THE OWNER AND ARCHITECT. BORE HOLES S 0 /5 \ ,,,/\. / , G 171 \ . \ 12.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS IF CONTRACTOR FAILS TO PROCEED OR COMPLY WITH THE TERMS Of THIS GUARANTEE,THE AND SHALL NOT BE LOCATED NEARER TO THE END OF THE SPAN THAN THREE TIMES THE M MBER \/ \\ \ SEE PLANS FOR DEPTH,NOR WITHIN THE CENTER THIRD OF THE SPAN UNLESS REINFORCED TO MEET STRESS, ELEVS WITHIN THE PROPOSED CONSTRUCTION AREA.CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE OWNER RESERVES THE RIGHT TO HAVE THE REPAIRS CORRECTED BY OTHERS AND BACKCHARGE ��\: '\'.�\ _ GRADE CALCULATIONS. \, SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.CONTRACTOR SHALL HAVE THE CONTRACTOR FOR COSTS INCURRED. \^/\/ /'\ 14. CONTRACTOR SHALL CAREFULLY COORDINATE THE LAYOUT OF FLOOR,CEILING AND ROOF FRAMING / SEE PLANS SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE WORK. SO AS TO NOT INTERFERE WITH LAYOUT OF LIGHTING FIXTURES AS INDICATED ON THE PLANS. '' �/ i, '.%`/\/�' Ill_ g %\� i,\\./'�/\\�`\\ FOR ELEVS \ \ \� \ \ N $a %' / / / 15. SOLID BLOCKING SHALL BE PROVIDED IN ALL AREAS WHERE SOLID ANCHORAGE IS REQUIRED. %``'%\/\ \ \/\� '\\ /\ \� \ \\ PROVIDE ROUGH CARPENTRY AND MISCELLANEOUS BLOCKING AS REQUIRED,CORRELATING \x/\ v GRADE ` ``° \�``/ .\'; \ \�� \/ \;�\/ LOCATIONS OF FURRING NAILERS,BLOCKING,ETC.TO COMPLY WITH DESIGN REQUIREMENTS., \; . \ �'•` %` / REF DR SCHED REF DR SCHED a� ;,'-\\i\;',\ , / REF DR SCHED SEE PLANS FOR ELEVS / \/�j� GRADE------i 'f° \\! /,/ \ \\ \ \\ \, SEE PLANS FOR ELEVS \ 4 PVC DRAIN PIPE WRAPPED IN All PVC 1 t , s < a - GEOTEXTILE TYP. /\ ,� ;< ;<::,' ,\` \ / ;':. <� \ DRAIN PIPE SIMPSON HDU4-SDS2.5 W/Z-MAX COATING / ,; ` ' ;" 1 ` �,;� ;\\\'\ > 1-0 t� }"f. ;3� r, ;\\��: WRAPPED IN \ ^+ GEOTEXTILE TYP \ \ r R J-^ Q - / ;. 0 �. '� a4g t�.. <.'� MIN CRUSHEDSTONE,- LU CU V v c� T".s; NO FINES TYP. COD y \ f e Z cr �` /\`a C2 / i' / r \ W W W cc ae REINFORCED CONC REINFORCED CONC it STEM:#4 REBAR @ 10"O.C.VERT #4 REBAR @ 12"O.C.VERT #4 REBAR @ 12D.C.HORIZ #4 REBAR @ 12"O.C.HORIZ I HEEL:TRANSVERSE:#4 REBAR @ 10"O.C.VERT 1.5"MIN COVER LONGITUDINAL: #4 REBAR @ 12"O.C.HORIZ 1.5"MIN COVER,TYP RETAINING WALL RETAINING WALL SCALE 1/2" = 1'-O" E 1 SCALE 1 2" = 1'- II / oll D1 TYP HOLD DOWN DI!, N.T.S. 811 3 pll YPE D1 YPE 0 TYPE E SINGLE SWING EXTERIOR DPCR SINGLE SWING EXTERIOR DOOR DOUBLE SWING EXTERIOR DOOR TRUSTILE EXTERIOR DOV..' TRUSTILE EXTERIOR MDF DOOR ••. \ /.' / TRUSTILE EXTERIOR DOOR \ \ \ \ 1 HR FIRE-RATED 1 HR FIRE-RATED / GRADE j \'• \'• ";, / SELF-CLOSING GENERAL NOTES: \``: '%\' ;�': , =a-• \' SEE PLANS FOR /,• GRADE \/% GRADE SELF CLOSING ;'. .'�-\\. ��:\''� ) \i,\\% ``\j SEE PLANS FOR ELEVS - \/\ . \;\, SEE PLANS FOR 1)FOR FLR 0 ROOF ASSEMBLY DETAILS SEE 1-2/A-701 '4 r /,r' ' d, / �► /' ELEVS 2)ALL EXTERIOR WALL TYPES SHALL HAVER 30 INSULATION AND ROOF PATIO w: I \/ �i, :' /, % /• /% l CONSTRUCTIONS SHALL BE R49 PER 2016 ENERGY CODE / REF DR SCHED REF DR SCHED \\ / SEE PLANS FOR ELEVS REQUIREMENTS. GRADE /�` �j � %' NSEE PLANS /\i \'.' ,,, , /\ \;; SEE PLANS FOR ELEt�S \ \;;\\ \.•\ - - -- --; \. �\ _ CRUSHED STONE / ' - - FORELEVS \/ a: �, •' \ -- - NEW OR EX'G SUBFLR AS \"\\ ;.�/\ -fir.' \%��'��\\i,r / \//,\4 /,f;} ' . :;�// //�// ''/`, \' /' -:i.) ���^/. /� /. ' \ _ REQ'D / /: /•...•� /' /://,/ \ /\,\Iv °,;; `.:d : ; `' `!\\' / -4"PVC DRAIN PIPE \\ :.� ° ; WRAPPED IN _. /'� /' /''> �y .\ -4"PVC DRAIN PIPE \\, \\%\\/ 'i'3 c.�,< �\ '\. �i� eel\ ;1, �.' `...j,, < \ \ -4"PVC DRAIN PIPE \�% \ i GEOTEXTILE,TYP. 1'. / /' „� ; `. ../ WRAPPED IN ;i/ ; ;. 911` ;0: .el;/. /. WRAPPED IN GEOTEXTILE,TYP. ' GEOTEXTILE,TYP. DCG OR NEW FLR STRUCT Ft 1 ,' :/ /\ i \• ', .,fir a BRIDGING; REF TO STRUCT \ \. , , .:'. f W c 6 h11N CRUSHED_ i r; 0 6"MIN CRUSHED STONE, , �: ' F & ., \` `1 r 6"MIN CRUSHED STONE - _ DINGS / 't., ., \\ \\,\i .� L 1 n"S ` 4 •\\\ � `)' ,:��:•t' �( _,i\ sroNE, " ----- ---- eQi� I ti NOf1NE TY \/;` ° k �- .• < \%` NO FINES, /j\//' R' z2-0 % _ NO FINES, cr LU U. �- REF DR SCHED f ' 11 %/ \/:,"\ :' .%\;'\�'\, / /\ \ 1 11£ t r \ eD W 7/8"MTL FURRING CHANNEL NOT AFIRE-RATED REINFORCED CONC REINFORCED CONC REINFORCED CONC #4 REBAR @ 12"O.C.VERT #4 REBAR @ 12"O.C.VERT #4 REBAR @ 12"O.C.VERT (1)LAYER 5/8"GWB ASSEMBLY #4 REBAR @ 12"O.C.HORIZ y \ \ #4 REBAR @ 12"O.C.HORIZ #4 REBAR @ 12"O.C.HORIZ 04.11.2018 BOB FILING \ c \ 1.5"MIN COVER 1.5"MIN COVER 1.5"MIN COVER REV NO DATE ISSUED TO / \ W TYP FLOOR ASSEMBLY AA RETAINING WALL C 1 RETAINING WALL g 1 RETAINING WALL Al SCALE 1 - 1 O SCALE 1/2 - 1 O SCALE 1/2 - 1 O SCALE 1/2 " _ 1 11 11 _ 1_ II 11 _ 1 1' " = 1'-OWI TYPE C TYPE B TYPE A PICTURE WINDOW MULLED TO CASEMENT WINDOW CASEMENT WINDOW AWNING WINDOW 1"XPS RIGID INSULATION MARVIN MARVIN MARVIN UNDERSIDE OF CLG/FLR ACOUSTICAL SEALANT,TYP IMPACT ZONE 3 IMPACT ZONE 3 IMPACT ZONE 3 3/4"WD CEILING OVER UNDERSIDE OF CLG/FLR BOARD ID SEALED JOINTS HOWARD POOL HOUSE STRUCT PLYWOOD STRUCT UNDERSIDE OF CLG FLR UNDERSIDE OF CLG/FLR EXTERIOR DOOR srRucr srRucr 455 NORTH VIEW DR &WINDOW TYPES ORIENT, NY 1 1957 SCALE 1/2" = 1'-O" \ u / (1)LAYER 5/8"GWB -_- PNT PLYWD SHEATHING ; / SPEC'D FIN CLG SCHED FIN CLG CEILING 0 WALL EXPOSED CLG AND / / WINDOWS & EXTERIOR DOORS _ WALL STRUCTURE 3/4"PLYWOSHEATHING MINERAL WOOL INSUL, NDWI FRAME SIZE WxH REMARKS USE 1 LAYER 5 "TYPE X W/SPEC'D BLDG WRAP ON\ \ UNPAGED NO TYPE MFR MODEL MATERIAL OPERATION ( ) _� 1 ) /8 -- MINERAL WOOL INSUL _- GWB AT FIRE RATED FACE \ SEE FEIN PLANS 101 GROUND FLOOR '� AREAS MINERAL WOOL INSUL _ _ /'' \ _ SHEET TITLE 002A D TRUSTILE VG1000 EXTERIOR DR MDF SINGLE SWING 2'-6"W x T-011 H W/1/4"KERF CUT,WIDE ' PLANK,1-3/4"THICK -� 003A D1 TRUSTILE VG1000 EXTERIOR DR MDF SINGLE SWING _ _ 2-6 W x 71-0 H W/1/4 KERF CUT,WIDE , F 3/4"PLYWD W/SPEC'D 77Y� T - ./� \ �' � GENERAL NOTES 00PB A MARVIN CUAWN2424 LAD WD x / �� � �� --�- , __ ! / �? � (1)LAYER 5/8"GWB (1)LAYER 5/8"GWB EACH PLANK,1-3/4"THICK BLDG WRAP ON FACE UNFINISHEDINTERIOR SPACE SIDE _......__... ...._., _.__...,_,..., .._...,._.._.."_. , _ . _v_.. 2X6 WD STUDS W/BRACING /' 004A D TRUSTILE VG 1000 EXTERIOR DR MDF SINGLE SWING 2'-611 W x 7'-0"H W/1/4"KERF CUT,WIDE AS REQ'D; \/\ \ Et WALL TYPES PLANK,1-3/4"THICK USE 2X4 @ FIRE RATED ' _ � --� 1"RIGID INSUL BETWEEN \ 1 ST FLOOR AREAS _ 2X6 WO STUDS W/ - VERTICAL FURRING STRIPS' \/ / /' 2X4 WD STUDS 2X4 WD STUDS W/ EX01A D TRUSTILE VG 1000 EXTERRIOR DR MDF SINGLE OUTSWING 2'4"W x 7'0"H W/1/4"KERF CUT,WIDE '-- BRACING AS REQ'D - BRACING AS REQ'D SFALANDSIGNATURE CWBPf1pJECT NUMBER _,.. •. ._..,w._._• ,,. .. ._.... ... ... ...._...,.... ._,...,... __.. ._-. ,..._-._. PLANK,1-3/4"THICK R RC,S, \ " ���RED q _ . ... ........_.._.... ., ..., . ._ -....M._, _ , .._ .- _... PLA _. 101A E TRUSTILE VG 1000 EXTERRIOR DR MDF DOUBLE SWING 6'-5"W x 71-10"H W/1/4"KERF CUT,WIDE v \ �\ QPN O DRAWN BY 0649 PLANK,1-3/4"THICK 3/4"CEDAR SIDING 3/4"CEDAR SIDINGeG��`��1 101 B B MARVIN CUCA2472T CLAD WD CASEMENT 2'-0"W x 5'-11 1/8"H �' \, a Z - ^^-^• -'-- -- ---- --- - -'- -^ -'^ -' SPEC'D FIN FLR EXPOSED PLY / SPECD BASE(AKEK BASE AS SCHED gy JRB 101 C C MARVIN 66CAP6472 MULLED TO CUCA3272 ET CLAD WD PICTURE MULLED TO 5'4"W x 5'11 1/8"HTO SUBFLOOR \ ' OR APPROVED EQ. + • ' REVIEWED BY ' \ ) CASEMENT.."­­­.-........... . . 21-811 W x 5'-11,.1/8"H ....__, ....... _. . , .. .. .•'`� 1,0-1,D-, C MARVIN CUCAP5672 MULLED TO CUCA3272 ET CLAD WD PICTURE MULLED TO 4'-8"W x 5'-11 1/8"H TO CASEMENT, SPEC'D CONC FLR TOP OF SUB FLR �y 025312 �QQ� SHEET LS _ 2'-8"W x 5'-1,1,1/8"H NOTE:WALLS AROUND ROOM[003)SHALL T » 101 E B MARVIN CUCA2472T CLAD WD CASEMENT 2'0"W x 51-11 1/8"H m_. _..._.:.,w„ _ , ,•,__ HAVE 1 HR RATING. CONT ACOUSTIC SEALANT OF NE`N •,. ..,..,., ._,.._^..,• ......- ..... .._ ,_, ,.,-...._ �"_ _,..w•. . . .._._._. - w....... 3/4"AIR GAP UNDER 101 F B MARVIN CUCA2472T CLAD WD CASEMENT 2'-0"W x 5'-11 1/8"H GWB TYP 02 OF 07 GENERAL NOTES: TREATED WOOD NM-WALLS AROUND ROOM[003)SHALL SHEET NUMBER 1. REFER TO PROJECT MANUAL FOR ADDITIONAL SPECIFICTIONS. BOTTOM PLATE HAVE 1 HR RATING. 2. GC TO VERIFY ALL MAS OP'G/ROUGH OP'G DIMS&NOTIFY ARCH OF ANY DISCREPANCIES. EXTERIOR WALL: G001 s 3. GC TO COORDINATE FACTORY-APPLIED EXTENSION JAMBS W/WALL THICKNESSES.GC TO VERIFY ACTUAL WALL THICKNESSES PRIOR TO ORDER. TYPE E1 WALL TYPE E WALL TYPE D WALL TYPE A mOO 4. GC TO PROVIDE COORD SHOP DWGS OF ALL UNITS. SCALE 1-1/2" = 1'-0" D SCALE 1-1/2" = 1'-0" D SCALE 1-1/2" = 1'-0WI B SCALE 1-1/2" = 1'-0" A 5.SEE EXT ELEVS FOR ACTIVE SASH DESIGNATIONS&DR SWINGS;VERIFY OPERATION IN FIELD W/ARCH PRIOR TO ORDER. C W B A R C H I T E CT S 104--, HOWARD RESIDENCE 455 NORTH VIEW DR ORIENT, NY 11957 GRADE �—� GRADES 106'-3" / 1o6,-5"",,, \ \- J / PROPOSED ROOF DECK FF-'' /�� � � TREE TO BE REMOVED 123'-0" 106 PROPOSED POOL HOUSE LOCATION SETBACK / :• � �. \\ CWBARCH ITECTS A-501 � � � � \ 45 Main Street GRADE " 108 \ \ PORTION OF EXISTING DRIVE TO BE / GRADE \ REMOVED Suite 824 Brooklyn,NY 11201 [P]718 624 1700 MAINTAIN NEIGHBORING SETBACK 104 102 / ( __\ EXISTING TOPOGRAPHY [F]'718 624 3232 DRIVEWAY T.O.WALL / - -- 110` \ www.cwbarchitects.com 106' ;........_......-_.........._ _........._ I CONSULTANTS j \ CIVIL ENGINEER ! I YOUNG ft YOUNG RELOCATE LIGHT POST ,C,A'9' PROPOSED P004 PART OF SEPARATE \ \ 1 4010 OSTRANDER AVENUE RIVERHEAD,NY 11901 106 � � j � a � APPLhATION rE_ I \ \ � 631.727.2303 J 1cw (a)youngengineering.com '-1" _TTm 104112 -T.O.WALL LIGHT 108 109, j POOL DECK ° NEW CONCRETE POOL DECK SLAB AT POOL \ I \ 1 _ AREA;PROVIDE SAW CUT PATTERN AS �., 103 0 r. N,PROVIDE EXPANSION JOINTS AS ti 1 o SH (\ ALL ° SHOWN 1 . . ................................ 106' " I I ----- _ - W q A-501 r..� ,) W _ ': .: ' .':..,:. :. A-501 - -- - -- — E EXISTING HOUSE TO REMAIN .. <, = I T.O.WALL SIM 1 NEW CONCRETE RETAININ WALL.T. . t;, ( G 0 ROOF„DECK 108' WALL AT T ABOVE POOL DECK ROOF DECK ELEVATION COMPLIANT: AVERAGE FENCE — M t e ^' 123 ° F<., EXPANSION JOINT; PROVIDE BITUMINUS AVERAGE 16'-0”MAXIMUM ALLOWABLE BUILDING HEIGHT= 123'-9" GRADE DIAGRA 110 u ._.. ...... ..... .. . -: .. -:...� - -" ROD PROPOSED ROOF DECK HEIGHT SCALE / � "` ' — 123'-0" 16" = 7'-O,. _._ ..___.:_-:..-.;.... ..' ,. '. ... . . ..�,, ��.;, ,.°• < �' TOP,BA _ _ �'. ....: _..:. ;,.,n;.., <-;•- � ., t';�"` R 1 __ \ SEPARATION W/WATERS BACKER NEW POOL HOUSE. AVERAGE GRADE n •, - JI r: T Y 4fR aw x �je, '" - AND E „ � �•"r •` .° I. MATCH FILLER,COLOR TO AROUND BUILDING SHALL BE+107'-4" — H CONCR P. IMAX BLDG HT= 107'-4 +16' = 123'-9"); ETE TY 123'HT IS COMPLIANTr T.O.WALL " ",,r, . ICl T.O.WALL I — GRADFO LANDSCAPE SHALL BE PLANTED 4 _� �.... �`" WITH NEW SOD N r I 1 A 501 i �_�J YARD I - 112' ` y NEW FRED FOR POOL EQUIP AND PROPANE 0 112 I 112 110 TANKS, POOL EQUIP BY OTHERS ° F, � z fENC OUND POOL O•L EROR y.. ,80 D ; �7 C D PROPERTY 108 106 a c ` a l . • 84 T — - � ✓ J — _ NEW 4 FENCE DIES INTO EXISTING L � _ NEIGHBORING FENCE AT PROPERTY 62 LINE, DECK . j�,;;, NON TURF BUFFER 50' NO 11T� "" : OD STAIRS Er DECK TO EXISTING ` o •/�_ REMOVALS OF EXISTING VEGETATION GUTTER TO BE ADDED FOR ALL - — = � E '� JU cj, _ �. HOUSE _ — b WITHIN THIS ZONE. AREAS OF EX'G HOUSE.SEE ENG — r` 96 d' DWGS FOR DRYWELL LOCATIONS _..^ 90 µ98 ' NEIGHBOR'S EKG FENCE; PROTECT — DOORSFRO REA SHALL ° o R THROUGHOUT CONSTRUCTION 100 a . �.. � ..., • �.. 106 BE ALARMED. W.,-. <�•' ,.- ,s' � ° i SEE ENGINEERING DRAWINGS FOR NOTES: SEPTIC SYSTEM REQUIREMENTS Bq -PROVIDE PERIMETER DRAINAGE AT ALL FOUNDATION AND RETAINING WALLS ENLARGED PROVIDE WEEPS AT ALL RETAINING WALLS AT 15'-20'O.C. WEEPS TO BE ON CENTER OF SITE PLAN i9RMWORK PANELS SCALE 1/16" = 1'-O" 3 ETBAC GRADED LANDSCAPE SHALL BE GC TO LOCATE AND PROVIDE AREA DRAINS AT POOL DECK FOR ARCHITECT'S APPROVAL. \ \ PLANTED WITH NEW SOD 104 / ,. ....... :..:..•. f8, >':. _,'':'` 102 r Y : F <•:':.'. ;:.':' ; :::> :::::: >' :. >:. ' .. ' -5 ._ MAINTAIN NEIGHBORING POOL,BLUESTONE COPING,AND ALL • .... ..... :.......... .:;::.. . .. ., . a .. .-.:..•.... ... . . .. ... . . ...... • . •. •..,•.. .... ..ca , ,.... ..,.- , ... . ..,.,..., . .,.. ,., .,. ...,,<_..... ,...,'..:.:,.•.'.••:.•.• •..•:. DRIVEWAY. DRIVEWAY HALL I •.. RELATED POOL EQUIPMENT BY S .. s; OTHERS <. . ., <,....< .:'. -•..:.' .•:. - '. '' . ,.-. NOT BE OBSTRUCTED ----------- -- LL' >:.' 0 _. ANY C 9, 104 1 4 . . _. • _' .• , NEW CONC RETAINING WALL .......,.,.,.,.- .•..:_•':':.•:.':. '.:.'.'.':.':.':.'•.'. . ,. •., '....•.•.,.. . : .:.':,: -;'.:•:-.-:.:`...,... . .. ... A TIME. :. NEW CONC SLAB AT POOL AREA 75-9 A 6 ? �a< r „ . . T.F T ..... ........ .. ....:.. ..... l7-- I ONC RET ft APPROX 184 SF ANGLED PATIO SURFACE 1 ;: : • .. ,....., .•,:....: :.':..,... :::.': :':.'.•.'-,....'.•.:.,.:.:•:.:,:.'.. ..• •..,..., . . ,...... ...' .. .. ,....'. -' =':•:'• ,`•:- -108 � NEW C ',`• � .. .... ........ ...... . ..... ... . . .. ;',,.'...,...'• :•: :': ; .- - 8 WALL AT 5 ABOVE POOL DECK ..r.... .. .........<.... ....... ....... ........ •=' :'`:•.•:•.•:.. • .•'••:.:;::':::::::; '::':.':.':.'., '.: ':':.::::,:.',.,.., . ;.,:', ,.';•,. . , := FIELD COORD LAYOUT x \ 108 , n, E A FENC < _ GRADED LANDSCAPE SHALL BE 110 PLANTED WITH NEW SOD c 106 NEW SHED FOR POOL EQUIPMENT.EQUIP BY I :104 -a I � 112 110 106 OTHERS. SHED SHALL BE A SOUND DEADENING p£} 112 '-�I=- -, I 108 ENCLOSURE PER LOCAL REGULATIONS. C? GUNITE POOL AND HOT TUB WITH - ° I z NEW 4'FENCE AROUND POOL Et LOWER PART 11 p ;> BLUESTONE COPING,BY OTHER; ='-- — t08 ;.,•, t i �? PROPERTY. FENCE SHALL DIE INTO EXISTING j Q OF SEPARATE APPLICATION GUTTERS TO BE ADDED FOR NEIGHBORING FENCE AT PROPERTY LINE. ALL I \/ I a AREAS OF EX'G HOUSE.SEE ENG �_ NEW WO STAIRS O DECK TO DCG - 106 04.11.2018 DOB FILING o DWGS FOR DRYWELL I I HOUSE LOCATIONS D° DOORS FROM HOUSE TO POOL AREA REV NO DATE ISSUED TO 1101POOL DECK I l i SHALL BE ALARMED. ALARM !• .I ;..I I 4 a o SYSTEM B.O. ? ` II 103 I I o , >�...:, ° .... .... It _ { 15,-0,,..... _ PROJECT NORTH • .......... --------------------- - � -� HOWARD RESIDENCE 110 ✓: —_ �I : a 4 N = 55 NORTH VIEW DR I I ^} y 4,-0„ 108 / E'i .— s— —�:_ — —..-r^ — _.r� ' of •:, los ORIENT, NY 11957 158" ,• I / 104 / 1 i / \ • o a _______--- -_ ___--- - ---- L µ i - .- ...- ...-..... ...- ... . �.� 102 _ t / A-202 - N I SHEET TITLE a, 1 100 < t ;T < .. , , ,,. , ,• , ..,: ,_.. <<.{ .. ,. „< : . . _ :, _ �o _ 4 PROPOSED SITE PLAN 98 8"CIP CONCRETE RETAINING WALL USING TYPICAL(3')FORMWORK �o �/ a \ POOL PLAN SECTIONS. / / 96 / � ✓ ` a i COLORED CONCRETE SLAB WITH SAW-CUT JOINTS J ` / 945'Q LEGEND o�� 92' / ( � \ SEAL AND SIGNATURE cwBPROJECT NUMBER 90� , � G�,�PIED N R ARCiS, 0649 O CCB DRAWN BY „°v Z J R B NEW TREE EX'G TREE ' ' TN ORluti I * RE(MM BY _f -' ) LS 025312 QQ SHEET - CONSTRUCTION GENERAL NOTES SOF NES 03 OF 07 110 / 1.ALL NEW SHRUBS 1t TREES PROVIDED 1f INSTALLED BY OTHERS. SHEETNUMBER POOL PLANSITE 00 SCALE 7/8" = 7'-O" _ _� SCALE PLAN AA— 201 ■ 1'-O" CWB'ARCHITECTS CONSTRUCTION GENERAL NOTES HOWARD RESIDENCE455 NORTH VIEW DR 1.CONTRACTORS MUST COMPLY WITH THE RULES AND REGULATIONS ORIENT, NY 11957 OF AGENCIES HAVING JURISDICTION. 2.THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE CONSTRUCTION FLOORS DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES. 3.CONTRACTOR RESPONSIBLE TO V.I.F.ALL DIMENSIONS. 4.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF C W B � R C H I T E C T S 43 Main Street HE/SHE CANNOT COMPLY WITH ALL REQUIREMENTS.DO NOT SCALE Suite 824 DRAWINGS.DIMENSIONS GOVERN.LARGER SCALE DRAWINGS SHALL Brooklyn,NY 11201 i 28'-0" GOVERN OVER SMALLER SCALE DRAWINGS. IPI 718 624 1700 _ 5.WHERE CLEAR DIMENSIONS ARE INDICATED,DIMENSION(S) LF]718 624 3232 101 101 i INDICATED MUST BE MAINTAINED. www.cwbarch itects.com I ........ ........... .. --- - � — ACE OF GYPSUM BOARD UNLESS CONSULTANTS ;... 6 ALL DIMENSIONS GIVEN ARE TO F ----- - -- - - - - - OTHERWISE NOTED. _....................................................................... ..._................... .. ................................ ... ................ CIVIL ENGINEER .............. ................._...... ................ ...........,_.._.. ..................................... ...........-.::............................................._........_._....._............ 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EXT WOOD STEPS ON _._ 12 CONCRETE PAD 13 W Lu z z 211 14 !kit WOOD DECKING '� z 15 m qll m - o w Fcn — N 9'-5 1/4" 7'-0 3/411 111_G11 CONSTRUCTION PLAN: CIP CONCRETE PLANTER -- V CONSTRUCTION PLAN: ROOF PLAN WITH TAPERED TOP FIRST FLOOR SCALE 1/4" = 1'-O" 3 EDGE PROFILE SCALE 1/4" = 1'-0" 2 ,..., . x�,a I , , ... — POSED CONCRETE '106 <::-:.�` LL °:I , RETAINING WA x ` NEW IN-GROUND POOL W/HOT 4 5 ' TUB;PART OF SEPARATE t Y;I. .�S.:�p ��.:e. I A APPLICATION 108 _ bI OUTDOOR SHOWER, n !� C Et HOSE BIB" - ! ; 5'.6" f fes COLORED CONCRETE SLAB WITH 002 ( i HOLD I SAWCUT JOINTS AS SHOWN,TYPE B I� w - - - - - ---- ------ ---- --------- ---------- --- ---- ---- P N_,JOINT, PROVIDE­_ - - BITUMINUS EPARATION W/ � ' I NSI COt WATERSTO BACKER ROD AND :'. B I 1�1 :r.Ta E ELASTOMERIC FILLER,COLOR TO J HALF BATH l I MATCH CONCRETE,TYP. w s ® 002 / 1 I � EXPOSED CONCRETE WALL ` I y ', I 04.11.2018 DOB FILING r Z i io POOL DECK SYMBOLS LEGEND m I I C 103' REV NO DATE ISSUED TO c OPEN TEXTERIOR i SYMBOL DESCRIPTION { i 1 ROOM PROJECT NORTH i o NAME HEATER f I ROOM TAG:NAME,NUMBER,Et AREA ELEC PANEL MOUNTED " { A' ! I SF I' 003 E 8 (METER @ EXG MAIN HOUSE :. c j UTILITY A ! 4'-6" EX'G CONSTRUCTION HOWARD RESIDENCE -Q' F '4 ...1 ® n�v"x:rr"a 1 EQ. EQ. __� `t ( EX'G CONSTRUCTION TO BE REMOVED : . I -1 _ 455 NORTH VIEW DR N Z i' NEW CONSTRUCTION HW UTILITY ROOM TO BE t' -'.:'I —- 1 - 11957 1 HR RATED @WALLS Er H ; I 2 I ----------- OVERHEAD ORIENT,I E N NY D CEILING :,.; ... e�i T.O.BENCH I J i ! I 3 4 +/ 104'-9" HIDDEN BELOW PNT MDF SHELVING ON "'= 4- CIP CONC BENCH WITH STANDARDS Et STORAGE 004SINK_ BLUESTONE TOP;ALIGN WITH BRACKETS THIRD STEP SNEETTITLE F..:.........: ...::.:.:...:':;. E DOOR CONSTRUCTION I : : .. SI PLANS : i . J77 CONCRETE RETAING GROUND F L R 1ST F L R MINI REF I 8 WALL,SEE STRUCTURAL j PANTRY CABINETRY LOUDNEW DOOR DRAWINGS S- ROOF I IN AB 1 CIP AIR NCRETE -� - - � WITH A R EDT __ _- - --- -- _ --*--- - QU 4 SEAL AND SIGNATU CWB PROJECT NUMBER BL E T NE TREADS S r; 0 SECTION , „ 9-0 17-0 �, : SCT 0 REFERENCE: ED A R DISPLAYS DWG NO Et SHEET NO r C I �`r > ,, . . . . . .... r.. ... ::...: .....:.... ....:: ..:::...... ...< .. ,. : 0649 r : 281-011 ;I t C? O O AWN BY _- DR _. , .:. FOUNDATION :;r: E-� co INDICATOR LL WA TYPE C 0 LLS 2 J I' WALL TYPE R A A .. L. J. a „ i i' G I r. r .... .y.....r.:.....};.,__,.p.. ``;:::c' i'. n< flEVIEWE06Y lit ELECTRICAL METER >3 E GAS METER �'9j 025312 0 LS CONSTRUCTION PLAN: I WATER METER SOF NONE sNEET - GROUND F LOO R ELECTRICAL PANEL 04 OF 07 SCALE 1/4" = 1'-O" � I SHEET NUMBER BATH EXHAUST FAN;REFER TO DRAWING FOR SPECIFICATIONS FS-51 COMBINATION SMOKE/CARBON A- 202 ■ 00 LLOJ MONOXIDE DETECTOR ! CW B',NRCH ITECTS HOWARD RESIDENCE INSTALL HEIGHTS UNO 455 NORTH VIEW DRORI ENT, NY 11957 I I CWB � RCH ITECTS 45 Main Street b a Suite 824 d = Brooklyn,NY 11201 ~ eo cr W fr)718 624 1700 d �_' (F)V8 624 3232 _ www.cwbarchitects.com I — --- — -- — =r _ 3n TMP. -,...�.., CONSULTANTS -_.......... ............ _._..._._...__._._......_.__.______ _..__......_.__..__...__.............................._....._........_... _ i, ff _ CIVIL ENGINEER _ I YOUNG frYOUNG 400 OSTRANDE D R AVENUE RIVERHEA `= ELECTRICAL SYMBOLS LEGEND ,NY 11 901 ` tcw ounenineerin Y 9 9 9.com -" ( SYMBOL DESCRIPTION ELECTRIC METER Rs L5 / L5 /I DATA/COMPUTER RECEPTACLE SM s L5 ......... .. ....................... - STORAGE E DATA/TEL RECEPTACLE DATA/FAX RECEPTACLE {, „ DECK MNT OUTDOOR BOX W/WP COVER T 1 GWB CLG I " BUNDLED CABLE RECEPTACLE tt I 8'9" i DUPLEX RECEPTACLE .......... ... .. i i S . I j HALF WIT HED DUPLEX q i€. .. ....._.........._............................_._ ..._ I € - I QUAD RECEPTACLE - CO/ -----v - - - - GROUND FAULT TYPE RECEPTACLE /BUTTON I; DEDICATED VERIFY WIRING REQMENTS / FR <F I' WATERPROOF fi 0 NT•VE •� C W M —_ _� DUPLIXRECEPTACLE L5 s ---____ .. ....... ® - c - � AP � LS I -J )' DUPLEX RECEPTACLESPECIFIED. � ; L5 i; '� ! I@S G -- ----- FLOOR MOUNTED DUPLEX RECEPTACLE : C i 0 --- , CEILING ED DUPLEX RECEPTACLE $ ELN MOUNTED ......::........... ....... E ABOVE EXT CARBON MONOXIDE DETECTOR SCONCE LIGHT .. ..................................... ..... is :.:. _ :._:: 'I•/ ---- — FIXTURE ( STAIR SMOKE DETECTOR L-44 G .�/ i s ...._-.....__.._.__._.._.._.__.._.._......_._..._ CARBON MONOXIDE Et SMOKE DETECTOR E WB i I I = CLG I ..........:._.....:..............._..._...........:...........:..._........._............:..._.........__::..::........_..........................._................:._::...:._:.:.....:.._..:...:._........._.::... 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COAXIAL CABLE TV RECEPTACLE ELECTRICAL PANEL POWER/ DATA PLAN: REFLECTED CEILING PLAN' EXTERIOR CONDUIT MOUNTED TO POST FIRST FLOOR FIRST FLOOR SCALE 1/4" = 1'-O" 3 SCALE 1/4" = 1'-O" 2 RCP SYMBOLS LEGEND SYMBOL DESCRIPTION ........_.... . ... .. .. ............ ....................... .. -- — SWITCH PATH f' - RECESSED DOWNLIGHT FIXTURE U ------. .__...------._._._........---.._....___._......._........_..__....._.._..- ----....._..___.....-..---- RE (NOT SED) - ' I FLUORESCENT LINEAR LIGHT FIXTURE LINEAR LIGHT FIXTURE LINEAR PENDANT LIGHT FIXTURE ' PENDANT LIGHT FIXTURE ........ .... ... ..._ ... .. Q PIN HOLE LIGHT FIXTURE (NOT USED) _--.... -_.. __ _ ._ _ _ __-. Q RECESSED LIGHT FIXTURE O VAPOR PROOF LIGHT FIXTURE ffi t CEILING MOUNTED DATA POINT Et ROUTER ..........._....._.,.. ..-...........w............:....:...:... .. . ...... _.. ..__.. .__........._......._.........._......._._........_................_......._..............._............................... . O WALL WASHER LIGHT FIXTURE WALL SCONCE LIGHT FIXTURE sM SURFACE MOUNTED LIGHT FIXTURE ' ,HAL®BATH GWB CLG %/ E �] WATER PROOF WALL MOUNTED LIGHT FIXTURE �r .0.Fla JUNCTION BOX `—'�� INTERCOM(NOT USED) 04.11.2018 DOB FILING REV NO DATE ISSUED TO I ✓LLJJ!!' �W, PANTRY WINDOW SHADE CONTROLLER(NOT USED) D cFI�` � $ LIGHT SWITCH WD CLG @ PROJECT NORTH ELEC HEATER 8.8 $3 3-WAY LIGHT SWITCH ELEC PANEL(METER UTILITY @ EX'G MAIN HOUSE i ® ` j $4 4-WAY LIGHT SWITCH E DIMMER LIGHT SWITCH HOWARD RESIDENCE HW HEATER � � coi �� � � ! so i E $F CEILING FAN SWITCH - GWB CLG sa:l . _.... ........... 455 NORTH VIEW DR ` L3 _ „ L3 C I" IN JAMB AUTOMATIC CLOSET LIGHT SWITCH 8 0 L J� __ . _._ _.__._._.____.._.____...________________ J FQUIP WP WP � 1 ................................................................_...._ DOOR SH s ORIENT, NY 11957 AUTOMATED WINDOW/ ADE WITCH 1 SWITCH ON TIMER I STORAGE �� W._ ..-... :♦p ___ ® •�` �, �OS OCCUPANCY SENSOR SWITCH I�! ' coy ALARM;SEE SCHEDULE SHEET TITLE so ' {W � I � I L3 GWB CLG L3 _ - �t.l � � ELECTRICAL PLAN , HVAC PPLY OR URN STER OR SLOT DIFFUSER;VERIFY W%TMECHAN CAL DRAWINGSGROUND F L R, 1ST F L R & ROOF HVAC-CEILING SLOT DIFFUSER ( m, ° --=- (VARYING LENGHTS) HVAC CEILING ACCESS PANEL SEAL AND SIGNATURE B PROJECT NUMBER µ ! AP TURE CW v -�--_�� HVAC-BATHROOM EXHAUST FAN OR REGISTER ptED AR SOFFIT W/ROLL-DOWN i BF CJ R ARC 0649 INTER PROTECTION -------- \ �OPN COe T� WN BY W PRO CTI ______ �_- NEW CROWN MOULDING; COOR'D W/ CHED Q� G 0 - : G• S 9 DRAWN 3 JRB RECESSED IN _ REVIEWED REVI FILTERING SHADE;SEE SCHEDULE (NOT USED) s�q 0 A?3 Q� LS REFLECTED CEILING PLAN' RECESSED DOUBLE ROLL SHADES T�OF NE`N�o SHEET GROUND FLOOR (1)BLACK-OUT Et(1)LIGHT FILTERING; SEE SCHEDULE(NOT USED) 05 OF 07 SCALE 1/4" = 1'-0" SHEET NUMBER CARBON MONOXIDE Et SMOKE DETECTOR A- 301 ■ OO HEAT DETECTOR(BY OTHERS) CWBARCHITECT5 HOWARD RESIDENCE 455 NORTHVIEW DR ORIENT, NY 11957 CWB RCHITECTS 45 Main Street Suite 824 Brooklyn,NY 11201 CP]718 614 1700 (F]718 624 3232 www.cwbarchitccts com CIVIL ENGINEER YOUNG&YOUNG 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 1/2"X 1 1/2"STL RAILING POST W/CABLE RAIL 1/2"X 1 1/2"STL RAILING POST W/CABLE RAIL 631.727.2303 tcw(@yopngengineering.co COPPER COPING W/LOCKED&SOLDERED COPPER COPING W/LOCKED Et SOLDERED TRANSVERSE SEAMS TRANSVERSE SEAMS 0 DECK FFL - - - - - - - - - - -—-—- - -—-—-—-—-—- - - - - - - - - - - - - - - - - - - - - -—- -—- - ,. . .... - A; I_ i . _. ...._.._.......................................... . ..... 123'F I __.__......_........__. .. 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CEDAR SIDING ..................... ..........i._.........................................._.............................. ......._ _.... .................. i _.._._....._. ............ .........._..........]._....._....................... ............._... 104 _..._...... ._ ......._........].]..... ._. 104 104 103 - - _-.---.---_--- C B A A - ------------------- .... ......... ._........................_.................. ......-. i I I I , .........................................._....................__.._................... - -- -- -- -. - -- -- - ----- - _:..............._..........._..._.........._....._............ ................ ..................... ...... ... ....................................................... .. ......._......................._................................. .................................................... ...__................................................................_.............................................. - }1ST FLR FFL �� _._.._._...................._...._............... --- 112'-5" ..............................................._...... ....... YARD /Jk- - -—- - - - - -—- - ----------- - ----------- --- ----- - - - - ----- - - 112' EXPOSED CONC WALL \ / EXPOSED WALL EXPOSED CONC RETAING WALL \ / 002 EXPOSED CONC WALL CONC RETAINING I n \ / .-----; o OPEN o OPEN L L------------- A A ............. / \ L------------- - - - -—- - - - - -—-—-—+------ --- — POOL DECK FFL I I I I I - - - I I I - - --- - - 103' " I I I 4-10 3-0" I I I I I I I I I I ------------ ---------------------------------- - l 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 EAST ELEV 4- NORTH ELEV r SCALE 1/4" = 1'-0" SCALE 1/4" = V-O" 1/2"X 1 1/2"STL RAILING POST W/CABLE RAIL 1/2"X 1 1/2"STL RAILING POST W/CABLE RAIL COPPER COPING W/LOCKED D SOLDERED COPPER COPING W/LOCKED Et SOLDERED_ TRANSVERSE SEAMS TRANSVERSE SEAMS - - - - ---—- - - - - - - - - - -—- - --- - - - - --- - - --- - - - - - ----- - - -- --- ROOF DECK FFL -- ----- - - - - - - -------- -- --------------- ------- __ 123' LLC LEADER TO DRY WELL-- CEDAR SIDING ------------ CEDAR SIDING -- __-------------------- 04.11.2018 DOB FILING -- - -—; ____________________J REV NO DATE ISSUED TO CB ------ I ---- CIP CONC PLANTER W/TAPERED TOP EXT WD STEPS ON CONC PAD EDGE PROFILE HOWARD RESIDENCE - - --- - - - - - - - - - - ------ - - - - - - - - - - - - - - - - - --- - - - - -�� 112�1 ST 5LR FFL — — — ——— ——— — — — — — — ——— — — — — — — — — — 455 NORTH VIEW DR YARD _ _ _ _ _ _ _ _ _ _ ORIENT,— ——— — ————— ----- — — --- ---- — — — — --- — --- — — O NY 11957 112' F------------------------------ ------------------------ --- ---- - --- a EXPOSED CONC FND WALL - I EXPOSED CONC RETAING WALL --- F- ------------ --------' I SHEET TITLE I i I ` i_ -------------------------- ------------------------------ EXTERIOR ELEVATIONS i I ______________________________i ------------------------------- STAIR BEYOND I I -----------------------------i I I �- I ------------------------------ - r_ -------------------------- -- -------------- _ _— - _POOL I I ' -- - - - - - - - - - - - - - - - ------ - DECK FFL �� �y -- --- - 103' SEAL AND SIGNATURE CWB PROJECT NUMBER BRED ' Aqc g R hj 0649 �/�Q�ciOPN COeG�� DRAWN BY 0 9 ; 2 4 4 J R B RWFWEDBY WEST ELEV SOUTH ELEV ,� ��-9j� 025312 �pSHEET Ls SCALE 1/4" = V-O" 2 SCALE 1/4" = V-O" OF N E`N 06 OF 07 SHEET NUMBER A- 501 . CWBNRCHITECTS (2}1.75"X9.25"LVL FLUSH (4) 1.75"X 14"LVL ON 2X8 PRESSURE HOWARD RESIDENCE TREATED SILL. ONLY ONE OF INNER HEADER LVL MEMBERS MAY BETIMMEDOUT 455 NORTH VIEW DR AT HOLD DOWN LOCATIONS ONLY FOR ORIENT, NY 11957 2X6 BEARING WALL @- ATTACHMENT. REMAINING 3 LVLS SHALL REMAIN ENTACT ALONG FULL : 1. CONTRACTOR SHALL PROVIDE STOP DRAWINGS FOR PERIMETER OF BLDG � � ` `, - EXTENTS. ` _ _ FABRICATED STEEL MEMBERS ` r mmmm HOLD DOWN,TYP.(8 TOTAL); 0 2. ALL NON-BEARING PARTITION WALLS ARE TO BE , USE SIMPSON HDU4-SOS2.5 W/Z-MAX 7-1 CONSTRUCTED AFTER FLOORS ABOVE/BELOW ARE COMPLETED. PARTITION WALLS ARE NOT TO BE USED TO SUPPORT FRAMING. I ANCHOR BOLT SB 5/8"X24 HDG(MIN 3 PROVIDE DEFLECTION TRACK AT TOP OF ALL PARTITION WALLS EMBED 18")CAST-IN-PLACE; USE COUPLER C W R C H I T E C T 5 Main Street Sults$ 4 NUTS T STORAGE 45 3 FRAMING MEMBERS AND DETAILS NOT INCLUDED 0 LOCATION ABOVE SILL PLATES IDESIGN N i -� 2 Y 71201 3 METHODS. CONTACTOA.O.R.W Brooklyn.N I FOREDU RED FRAMING CONDITIONS 1.75 X 9.25"LVL @ 16"O.C. 14"TJ 11 16"0 C DESIGN CRITERIA, 11`1718 624.1700 O GIRDER INCLUDING 75"X11"lVL ALL [E]778 624 3232 I 0 @ , . � ARE BEYOND THE PERSCRIPTIVE } E, � LOCAL WIND CONDITIONS IND SPEED = 135 www,cwbarchitects.corn 1 31 l € 4 STRUCTURE HAS A DESIGN W MPH, 51/4"X T PSL COLUMN DOWN TO 5-1/4"X 7"PSL COLLUMN LIP TO ROOF EXPOSURE"D". CONSULTANTS FLR BELOW WITHIN EXT.WALLS -` HEAVY DUTY STEEL COU IMN BELOW WITH 6"X 12"X 1/2"STEEL TOP PLATE i CIVIL ENGINEER DOUBLE FRAME TJI(2►AT EDGE WELDEC TO COLUMN ' G ft YOUNG } 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 g - 631 727 2303 - R P - - o 5 / ' t�wCa�youngengineering.com ' 1 411 X 7 „PSL COLUMN t, TO ROOF i' (4)1.75 X 9.25 LVL GIRDER 1.75 X 14 LVL RIM JOIST _t FLUSH FRAMED I ( ' 2)1.75 X 9.25 LVL FLUSH HEADER ( )1.75X14 LVL _14" 1 TJI 10 1 5 1/4"X 7"PSL COLUMN 25"LVL 0 WALL BELOW THIS AREA 16"0 C: Li 1.75 X 9. �..;f N f DOWN;SITS ON STEEL @ 16"0 C 14'TJI 110@ 16"O.C. 14"TJI 110@ 16"O.C. 14"TJI 110@ 15'O.C. COLUMN BELOW -_ — 1.75 X 9.25"LVL @ 16"O.C. { - 3 _..__.._.-____-- ........... ! LILL STUD CORNER POST TO BELOW , 1 LVL;EIECONNECTION RING WALL BELOW THIS BETWEEN n a € FRAME TJ O T OBER 5 MEMBER •I , NTS PER ' - ( AREA :! 2 X 10 @ 16"O.C. 2 X 10 16"O.C. STAIR 2 17 LVL MFR H,., UCTIONS € @ { E f I f f 1 111 I i' z..:......`_......... t r — --- EXTERIOR BI:AHIIdG WALL -1/4"X 5-1/4"PSL COLLUMN a ,-' R:..p...: _ t .F...... .. . .. 8 x 8"CLR CEDAR COLUMN UP L.. Y TO ROOF ABOVE DOWN TO FLR BELOW ! t tt 2)1.7519.25"LVL FLUSH HEADER ................ 777 ..{ r FRAMING ROOF FRAMING PLAN: 3 SCALE 1/4" = 1'-0" FIRST FLOOR SCALE 1/4" = T-O" 2 GUARDRAIL: -TOP PLATE_1/2"THK X 1-1/2"PTD STL -POSTS_1/2"THK X 1-1/2"PTD STL o -BOT MOUNTING PLATE @ POSTS_8"X8"X1/2" BOLTED THRU ROOF SHEATHING W/(4)BOLTS,INTO SOLID H BLOCKING BIN ROOF RAFTERS K -GUARD CABLE RAIL PASSTHRU POST U. -HAND RAIL_1-1/2"X 3"IPE c WD DECK OVER SLEEPERS m gjh T.O.BLDG 1 r JJ�IIJJIJJJJJJJJJJJJJJ JJJJJJJJJJJJJJJJJJUJJJJJJJ i JJlJ�iJJJJJJJJJJJJJI1�JJJJJJIIJIJJJJJJJJJJJJJi J JJ J I�III IJ(Illlj liy( 2)9-1/4'LVL NORTH AND SOUTH SIDES; J SEE STRUCT PLAN IL ` 9-1/4"LVL ROOF RAFTERS;SEE STRUCT PLAN j j (4)9-1/4"li SEE STRUCT PLAN all I v i -1/411 II X 7 PSL COLUMN p 1 , ' NEW WINDOW; -- --- E i W;SEE SCHED > r 24"x 8"POURED CONCRETE FOOTING V! WITH 2 #5 LONG REBAR OVER 6" STORAGE THICK CRUSHED STONE(NO FINES), 101 ! TYP. U NFINISHED SPACE a .............................._.-.._.........._....._..................................._.........._.__.............................. ............. . .................... ....._..... ........._........-......................__....._..._..........._....._ 8"REINFORCED CONCRETE y - , _ _.. FOUNDATION, ...... VERTICAL= #5 REBAR @1e"dc HORIZONTAL #4 REBAR R @ 18"D.C.0 4`41/4" 21-11/211 1 6'-101/4" 3A 71-211 51611 € { { 1 3 ! 96 Ii f I 2X6 BEARING WALL @ PERIMETER .. Q B.O.FOOTING =99'-4"- 14"TJI;SEE STRUCT PLANS `D EXPANSION JOINT, PROVIDE B.O.FOOTIII 100' ! ITUMINUS SEPARATION W/ T.O.FLR t HALF BATH j WATERSTOP,BACKER ROD AND 3 I I � 112 5 ELA T MERI € ..� S 0 C FILLER COLOR 11 �' ® CO 0 TO I i I E i { i I , I I 1 I �IJJJJ!',JJJIIJII,JJJJJJJ�IIJJI!l JOJJi �JJ!IIJ IJJJJJJJJJJJJJJJJJJIJJJJJJJJJ!JIJ���!iJJJ!I! - t MATCH CONCRETE,TYP. �I ( 4 14 LVLS OVER DBL PRESSURE B.O.FOOTING =1100'8" I - r 4 t 12"THICK CONCRETE STAIRS WITH 04.11.2018 DOB FILING 22, TREATED SILL;SEE STRUCT PLANS r 3 QUARRIED BLUESTONE TREADS;DO REV NO DATE ISSUED TO i ; B.O.FOOTING =101'-4' o i OUNDATION OR RETAINING WALLS. NOT STRUCTURALLY TIE TO NT s PANTRY E ___' + _ ' PROVIDE EXPANSION JOINTS WITH I 001 7 ... ....... .....................1...._. ......_._...................i...........u..... ONC FOUNDATION WALL BEYOND . _ ... _.. r 3 P BACKER RODS AND ELASTOMERIC ROJECT NORTH -- i } i FILLER BETWEEN STAIR AND WALLS � '.L t {. - --- - - -" �• B 0 FOOTING-102 : . L:..:..- • ' .:` : ' r is � 3 � i ' ' h h 3 1 ll ( pg _! ."...'..- I l � 5X11962n POURED CO1 CRETE _ CONCRETE BENCH WITH BLUESTONE3► 14 LVGIRDER; EE STRUCT PLANS _ i FOOTING WITH(6)#5 REBIR E-W; j UTILITY 4 TOP,ALIGN WITH T.O.THIRD STEP. 11 - RESIDENCE „ T.O.SLAB 6 THK- 1 3 11 i. PROVIDE rn f..._, �— ( 1 0 e E! PO 3 N ; CONE R FOR p 3 14 LVL HEADER;SEE STRUCT PLANS 3 t. _... : .............. . -. : F TI ( REI 00 N� NF _-... ..--.... .� 003 t { ..... — .. i €I ` ! :: ifs i"i e �. I (.• : !i 'i it 1t .. ,3 � ORIENT, NY 1 1957 1E � 55 NORTH VIEW DR STEEL METAL COLUMN DOWN TO NEW WITH WELDED 81811/21STEEL i I I' r �i ' l e ,°..... ,,..,..w.,.�«,....-.�,......+a ..... �h _ , .. _....... i � f! SEE B.O.FOOTING 99'4" BELOW SLABI BASE PLATE W/(4}5/8 ANCHOR STRUCT PLANS BOLTS;OVER 12"X 1Zn±18" � 811 FOOTING STEPS DOW N TO BELOW.0.FOOTING100'TALL POURED CONC PEDESTAL w/ 4)#5 VERTICAL REBAR EXTENDED E, 11 i ,•.;;. : l I ! � _ SHEET TITLEBELOW GRADE)INTO FOOTING(N0 AND FROST LINE-CD E 2)#3 COLUMN TIES;PRI?VIDE A - { ...... ........... .0.FOOTING - 100 8 • E !� I. I II f t -- - -- ------ --- --_-- E X11 F — ---- ------- MINIMUM — ------- CON _ _ ---- --- _ _- STRUCTURAL PLANS - - 4 1 PEDESTAL RFINF. � - -- I: ! k , COVER OF OR E ( EXPANSION JOINT B.O.FOOTh1u 994" f .... .. ........ .. ... �.,__.. ...�,,,.,..,..•,,..��,,.,-,._.:.... i B.O.FOOTING = 101I 1 PERIMETER OF BLDG . ....... t .. :: :, u . i 3 .. .. i I :;I: u � !: ;I (3)1.75 X 14 LVL ABOVE !! : ! , , .0.FOOTING = 102' I 3 T.O.SLAB HOLD DOWN LOCATIONS AB P SEAL AND SIGNATURE ABOVE, ., 6 PROJECT NUMBER • . : ••,... . ,,,. 103-0 : N E cvu n t D 2 'S' ARC _ - __ - 1,. I ,�,; . _ CJ 0649 i� T 0 DRAWN BY -E C` i „ ! _..-... ... I.__... ..... - 11. :-.. G n ! i i - - LL. _ . - I''' ......: i ... ..._ ...._ ,. 11 : F - RETE - _ E ; 8 REINFORCED CO { E ' � � I c ... f FOUNDATION,TYP.: VIEW J R B REVIEWED BY 1._... . ::. VERTICAL=#5 REBAR @ 18 O.C. HORIZONTAL =#4 REBAR @ 18"D.C. OMBINED FOOTING AND X25312 Q� LS PEDESTALS BEYOND NOTE:PROVIDE PERIMETER DRAINAGE '9T �O SHEET ;a AT ALL FOUNDATION AND RETAINING FOF NE`N WALLS ----------- -------- --------- - 07 OF 07 FOUNDATION PLAN: SHER NUMBER building section GROUND FLOOR S - 1 1 SCALE 1/2" = T-101" " SCALE 1/4" = 111 ■ oo CWEl R C H I T E C T S