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Home My WebLink About43809-Z F0t� Town of Southold 9/24/2020 r, $� P.O.Box 1179 0 v' 53095 Main Rd �'ytj0! �o� Southold,New York 11971 -1 #,t CERTIFICATE OF OCCUPANCY No: 41466 Date: 9/24/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 420 Glenn Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-2-22 G Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/21/2019 pursuant to which Building Permit No. 43809 dated 5/30/2019 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: alterations and additions, including covered front entry, swimming pool with deck surround and outdoor shower, to an existing one family dwellingas s applied for. The certificate is issued to Blum,Jeffrey&Melissa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43809 9/15/2020 PLUMBERS CERTIFICATION DATED 11/13/2019 r4krad Piecuc Signature TOWN OF SOUTHOLD Sao may BUILDING DEPARTMENT y z 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#: 43809 Date: 5/30/2019 Permission is hereby granted to: Blum,, Jeffrey & Kondak, Melissa 60 Water St Apt 311 Brooklyn, NY 11201 To: make additions and alterations to an existing dwelling as applied for. At premises located at: 420 Glenn Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-2-22 Pursuant to application dated 5/21/2019 and approved by the Building Inspector. To expire on 11/28/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,174.40 CO -ADDITION TO DWELLING $50.00 $1,224.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. 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. � - 17- 1,9 New Construction: Old or Pre-existing Building: (check one) one) a Location of Property:_ 40 ►`�a�.• g®t7 Ci House 14o. I Street Hamlet Owner or Owners of Property: 61 d m, Suffolk County Tax Map No 1000, Section Block a Lot o� Subdivision 2 y Filed Map. Lot: Permit No. 3 ! Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: r Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 150 ,4, Applicant ignatdrj Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1 J&TI�e�V bL-V M residing at 412,0 61-e- NN (Print property owner's name) A/ (Mailing Address) '5eyi- al.-P, � 1��/ do hereby authorize IVAN6Y T)4.j (Agent) T[A/l�( __ to apply on my behalf to the Southold Building Department. A (O 's Signature) (Date) (Print wner's Name) fi D MAY 2 1 2019 so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �� Sean.deviin0u)town.Southold.ny.us COW, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jeffrey Blum Address: 420 Glenn Rd city,Southold st: NY zip: 11971 Building Permit#. 43809 Section: 78 Block: 2 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric License No: 3635-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool X New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 39 Ceding Fixtures 17 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 11 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 30 CO Detectors Sub Panel A/C Blower 1 Range Recpt UC Lights15' Pumps 1 Transformer Appliances Dryer Recpt Bath Exhaust Fans 3 Time Clocks 1 Disconnect Switches 52 Twist Lock Ceiling Fans 4 Combo SD/CO 2 Other Equipment, Fridge, DW, Mini Fridge, Micro, Hood, W/D, 42 Circuit Panel- 33 Used, Pool Heater, Salt Generator, Pool Cover w/ Keypad, 2 Pool Lights w/ Push Button Switch, Pump on 220 GFCI Notes: House and Pool Inspector Signature: Date: September 15, 2020 S.Devlin-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Alain Road Fax(631)765-9502 P.O.Box 1179 - Southold,NY 11971-0959 gs�yd UNII BUILDING DEPART NMNT TOWN OF SOUTHOLD NOV 2019 CERTIFICATION Date: 1 13 Building Permit No. y 3 r) Owner: N114n (Please print) Plumber: AnIj &ILLIC11 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (PWmbers Signature) Sworn to before me this day of 20 pubu's-W48 of M0.010MMMAD Notary Public, S4f+� CounLy EX;vy�r Ane!tq'� OF 500Tyo6 * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] UNDATION 1ST [ ] ROUGH PLEIG. C UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Q DATE INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN�' 765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PLEIG. [ OUNDATION 2ND [ ] INSULATION [ 17F] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: sincomp\ \J DATE L3 INSPECTOR ho�a�F so(/1�06 11 36 09 # TOWN OF SOUTHOLD BUILDING DEPT. `ycournv��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [-] CODE VIOLATION [ ] CAULKING REMARKS: DATE �G INSPECTOR C >, �a0FS0(/Ty� TOWN OF SOUTHOLD BUILDING DEPT. IOU I 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. ( ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R ARKS: n A D 6V4, "Vw d 1_ DATE INSPECTOR _r4i Itif so 43BOZU 4 h f-4w, IQL TOWN OF I BUILDING / 1� 765-1802 INSPECTION FOUNDATION ROUGH ■ • ' 1 • , INSULATION/CAULKING• 1 FRAMING j STRAPPING 1 ■ ■ FINAL ]- FIREPLACE &--CHIMNEY FIRE SAFETY INSPECTION ELECTRICALFIRE RESISTANT CONSTRUCTION FIRE-RESISTANT PENETRATION (ROUGH) 'I ELECTRICAL 1 CODE • 1 / ■ • REMARKS: -IP-al I Ti 'i. Ar L A _ AP 1 - A.. . : , .1.._:• o ► ./ c. �OFSOo 420 k * * TOWN OF SOUTHOLD BUILDING DEPT. �p • �o `ycou765-1802 a INSPECTION [ ] FOUNDATION-1ST [ ] ROUGH PL13G. [ ] FOUNDATION2NDT INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ], FIREPLACE'&-CHIMNEY [ J FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) py� [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE INSPECTOR apE SOUIy -- - ----- -- - # # -TOWN OF SOUTHOLD BUILDING DEPT.-: cou765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLBG. - - [ ] FOUNDATION 2ND [ ] NSULATION/CAULK1-W IN [ ] FRAMING /STRAPPING FINAL f kt S [ s/ [ = ] FIREPLACE &`CHIMNEY [. ] FIRE SAFETY INSPECTION [ ]- FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]" ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR C/O REMARKS: m� DATE A o I INSPECTOR - # # TOWN OF SOUTHOLD BUILDING DEPT: `y�aurm ' 765-1802 ANSPECTION [ ] FOUNDATION 1ST [XROUGPLBG. FOUNDATION 2ND- [ TION/CAULKING FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY = P [ ] - FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: OW(otwa&e Ooo Y 1p xl��(j Olon't> r ka4 mAj C� �XW, ul oma. DATE INSPECTOR laf so Li? eZ�el CJICAA4�_ jC&A, TOWN OFtOUTHOLD BUILDING DEPT.' co 765-1802 INSPECTION FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND INSULATIOWCAULKING FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT-CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION P R E C/O +6- 'FP 1// REMARKS: 'Toot'- Ok .6,rj t&,C PZ��7 101V DATE INSPECTOR SOUTyo - - -- -- # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] PdSULATIOWCAULKING [ ] FRAMING /STRAPPING [VfFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: e YoLtS� ® in v DATE CO INSPECTOR Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com November 20, 2019 Mr. Mike Verity Building Department NOV 25 2019 Town of Southold Town Hall P O. Box 1179 Southold, NY 11971-0959 Re: Insulation certification—420 Glenn Road, Southold, NY SCTM: 1000-78-2-22 Dear Mr. Verity: A visit was made to the above referenced property on November 20, 2019 to review the installation of the insulation for the proposed additions. Based on my observations and to the best of my knowledge, the insulation installed is adequate and was installed in accordance with the 2015 International Building Code and NYS 2017 Uniform Code Supplement. Please call me if you have any questions. Very Truly Yours, F rq AJondon, P.E. • • - ' LCOMMZNTS FOUNDATION 'FOUNDATION AW- �, PLUMBING aft I)"Ir r� rNSULATION • • N.Y.8TATE ENERGY CODE ry F7,; mid20A wo �'Dim NEW ~. . .. . "Alft r AI)DrrIONAL COMMENTS I VAN OMNI1 �yARRE - Y l TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 . Planning Board approval FAX:(631)765-9502 �/ c, Survey SoutholdTown.NorthFork.net PERMIT NO. /3 io 1 Check Septic Form N.Y.S.D.E C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved 3 120 Mailto* Disapproved a/c Phone I — (— 0 Expiration( i 2 ` l �y��. APPLICATION FOR BUILDING PERMIT MAY 2 1 2019 Date "')� � � 120 � a INSTRUCTIONS �g ��icyii oIJ§"e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 seTQ ams,accurate plot plan to scale Fee according to schedule b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways c The work covered by this application may not be commenced before issuance of Building Permit. d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises V (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. I. Loc io�f land on w c prop oposed o will be done: J ►A I� Ho a Number Street Hamlet County Tax Map No. 1000 Section Block 6? Lot Subdivision Filed Map No. Lot 2. $tate existing use and occupancy of premises and intended�}�a, and� occupancy of pr posed constructfoni� a. Existing use and occupancy SII ►(Z- °1 AA rL.5) W-4kU- t b. Intended use and occupancy S&� e- V"/ I+ 191.- �- 3. Nature of work(check which applicable):New Building Addition,!--, _Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of a tipting tructures,if any:Fron 31 Rear l0 .�J/ Depth .5 Heic k -fl- Number of Stories I Dimensions of structure with alteratiQ�}s r d itions: Front �• � 2.3 Rear Z / Depth_ Height t V P — Number of Stories + � a 8. Dimensions of entire new construction:Front I - Rear a 0 / Depth Height ` Number of Stories 9. Size of lot:Front I Rear 10-0 / Depth /7 19• 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO� 13.Will lot be re-graded?YES_2NO_KWill excess fill be removed from premises?YES NOS 14.Names of Owner of p -mises I31 V P\ Address `O U I ^�" I C Phone No. Name of Architect S Address U Phone No Name of Contractor 'F Vj to Address 0 Phone 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES VINO_ 1W *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 ( 0-0 *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. ✓ 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO ✓ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) ss CONNIE D.BUNCH COUNTY O Notary Public,State of New York �R" being duly sworn,deposes and says that(s)h�I olk Co (Name of individual si, g contract above named, Ual eri int uIR 50 y Commission Expires April 1.4,4w (S)He is the 'Dts IDti� (Contractdr,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. Swom t b fore me this of 20Iq �QMP Levi='� Notary Public Signa a of Ap he t Glenn Goldsmith,President *®F S®Ury® Town Hall Annex Michael J.Domino,Vice-President ,`O l0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer IIIR Southold,New York 11971 A.Nicholas Krupski y G � Telephone (631) 765-1892 Greg Williams �'® �® Fax(631) 765-6641 COUNT`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 16, 2020 John J. Condon, P.E. Condon Engineering, P.C. 1755 Sigsbee Road._ Mattituck, NY 11952 - RE: � ' JEFFREY BL•IJ'M 420 GLENN ROAD, SOUTHOLD SCTM#: -1000-78-2-22 Dear Mr. Condon: The following action was taken-by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 15, 2020. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Administrative Permit#9539A to increase the size of the 890.5sq.ft framed rear deck by 249sq.ft., for a total of 1,139.5sq.ft. and for 2841f x 48" high black wire mesh fence with steel round posts and gate at dock, located along west and east property lines, as well as along southerly side of property approximately 25 feet from creek; and as depicted on the site plan prepared by Condon Engineering, P.C., last dated November 20, 2019, and stamped approved on January 15, 2020. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, G enn Gol smith L President, Board of Trustees E E B m 3 2020 GG/dd Glenn Goldsmith,President as Town Hall Annex Michael J.Domino,Vice-President ,`O� �� 54375 Route 25 John M.Bredemeyer III [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams ® �� Fax(631) 765-6641 IrDUNT`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1757C Date: September 23, 2020 THIS CERTIFIES that the construction activity within 100' of flagged wetland line for installation of 15'x30' L450sq-ft) in-ground pool with 890.5 sq ft framed deck with site drainage and septic system with abandonment of the existing cesspools; incr'e'ase the size of the 890.5sq ft'framed rear-deck b3L249sq ft for-a-total-of 1 139 5-sq ft-and for 2841f x 48"high black wire mesh fence with steel round posts and gate at dock located along west and east property lines as well as along southerly side of property approximately 25 feet from creek; At 420 Glenn Road. Southold _ Suffolk County Tax Map#1000-78-2-22 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 14, 2019 pursuant to which Trustees Administrative Permit#9539A Dated September 18, 2019,was issued and Amended on January 15, 2020 and conforms to all of the requirements and conditions of the applicable provisions of law. The project --for which this certificate is being issued is for the construction activity within 100' of flagged wetland line for installation of 15'00' (450sq ft) in-ground pool with 890.5 sq. ft. tramed deckwith site- o0 increase the size of the 890 5sg.ft framed rear deck by_249sq ft for a total of 1 139.5sq.ft. and for 2841f x 48"high black wire mesh fence with steel round posts and gate at dock located along west and eastproperty lines,,as well as along southerly side of property approximately 25 feet from creek. The certificate is issued to Jeffrey Blum owner of the aforesaid property. Authorized Signature a NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONL Facility DEC ID 1-4738-00319 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: JEFFREY BLUM BLUM PROPERTY 420 GLENN RD 420 GLENN RDISCTM# 1000-78-2-22 SOUTHOLD,NY 11971 SOUTHOLD,NY 11971 Facility Application Contact: NANCY DWYER ' PO BOX 632 SOUTHOLD,NY 11971 (631)765-8667 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 715.6283416255111 NYTM-N: 4547.08226745612 Latitude: 41'02'47.1" Longitude: 72°26'03.9" Authorized Activity: Construct an addition, deck,and pool,and install a new sanitary system and pervious driveway. All work must be done according to the plans prepared by John C Ehlers Land Surveyor, last revised 4/5/2019 and stamped NYSID�EC approved 4/24/2019. EEH. (DEI'-ARNO) Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-00319/00003 New Permit Effective Date: 4/24/2019 Expiration Date: 4/23/2024 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:KEVIN A KISPERT,Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony Brook150 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: Date Page 1 of 7 ay3ti' fin=- `` ��VA\'7C'lE][� Scott A. Russell Fs�:f APPLICANT: S.C.T.M.#: IOOO CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) d- �.�- 5� ==,�'•�'" �`:�:�s� Stormwater Management Control Plan CHECK LIST AME: VLVJWI ' tk GV section Block Lot "%, `y r Ij? , S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application P PrIM Y Date: ;,a •. .,°-"., ,., �k The applicant must provide a Complete Explanation and/or Reason for not providing —ph—NUMber all Information that has been Required by the following Checl istl 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! YES NO NA Yer.If you need additional room for explanations, Please Provide additional Pa show all of the following items: P p a. Location & Description of Property Boundaries 00 b. Total Site Acreage. �0 c. Existing - Natural & Man Made Features within 500 LF. of the Site Boundary as required by§2s6-17(C)(2). d. 'rest I lole Data Indicating Soil Characteristics&Depth to Ground Watei 0� e. Limits of Clearing & Area of Proposed Land Disturbance. 0 f. Existing & Proposed Contours of the Site (Minimum 7 inteivais) 00 g. Location of all existing & proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. �0 I. Location of proposed Soil Stockpile Area(s), 00 k. Location of proposed Construction Entrance/Staging Aiea(s), 00 1. Location of proposed concrete washout area(s). 00 M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Conti of Plan must include Calculations showing that the stormwater improvements are sued to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings For slorrnwater practices a,e iequu•ed for approval, Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 0� b. Construction Entrance& Site Access. 00 c. Inlet Drainage Structures (e g.catch basins,trench drains,etc) 0� d. Leach ing Structures (e. .infiltration basins,swales,etc.) "'. )^EJI� L-1`�.�:�ft°�I�i✓!�,.ft'�,r,� >_�L1'�I. I'I`��1L1'�'I' U;,I� GI`;L'>( ",. I Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. I FORM # SWCP Check List -TOS MAY 2014 *AFF aI PD =' � �' "B IL I'NG DEPARTMENT- Electrical Inspector O� �� TOWN OF SOUTHOLD AUG _ 7 , � n Hall Annex - 54375 Main Road - PO Box 1179 o _ Southold, New York 11971-0959 app RT3U-1,DWG D4�ephone (631) 765-1802 - FAX (631) 765-9502 TOININ?ai'>;OUT.03LD roger.richertc(D-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:- ---- - - - - - - - - -- Date: -- Company Name: Name: License No.: �j��Z% email: OqQ) Address: z Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: , Cross Street: Phone No.: Bldg.Permit#: _ L/j(&) email: Tax Map District: 1000 Section: 2�' Block: a- Lot: a-a. BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: e�lC� �x�S Is job ready for inspection?- GE / NO Rough In Final Do you need a Temp Certificate?: YES /(:N�P 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: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls 41- i L R 0 V JIL011� G DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD SEP 9 Ha11 Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 lUIT-DINTG DETelephone (631) 765-1802 - FAX (631) 765-9502 AN f6derr 0southoldtownny-gov-§Oandgsoutho lqwn '019—ov. APPLICATION PCXR ELECTRICAL INSPECTIM ELECTRICIAN I I NFORMATION (All information Required) Date: Company Name: Narhe: License No.: email: Address: ^ lb` I Phone No.,:- -12 6�t� JOB SITE INFORMATION (All Information Required) Name:-, JiArnw- Address: V Cross Street: Phone No.: Bldg.Permit#: 1 m email,- 1 Tax MaE District: 1060 Section,. L BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: (2E / NO Rough In Final Do you need a Temp Certificate?: YES 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" EAYIVIE�LT DU5 WITH APPLICATION � Request for Inspection FormAs 0 I 1 G DEPARTMENT-Electricallh pector ' �y SEP9 TOWN OF-SOUTHOLD 4 2f&n Half Annex- 54375 Main Road - PO Box 1179 - Southold, New York 11971-0959 ' = iephone (631) 765-1802:- FAX (631) 765-9502,, bs lat oidtowr>rl oir M� eand "so o t it 1�_ `a f;"`0N.E ECT C IIS ' CTI.t31 ELECTRICIAN INFORMATION (An`information Required) Date; �fU Company Name: / Name: License Na.: email: Address:_122 Phone Na. j s• JQB<'StTE 1NF>ORMATIQ•N All Informatipn Re wired)" ( ..r Name: Address: l Cross Street; _ .0•. . .. � .. .. ` -Phone.No.: .. Bldg:Permit ' TTaxl3is#rict; 1itt: '€r - I Lot; - BRIEF DESCRIPTION OF WORK(Please,Printpleariy) ' Ciircle All That'•Appiy:V - Is iob ready for inspection?: Y / NO Rough In Final Do you-need a'Temp Certificate?: YES`/( Issued On. i i f '1'elmp 1nfdemdtion; . (Al information required)- ¥ i Service Size 1 Ph 3 Ph Size: ##Meters _ Old Veter# New'Service- Fire Reconnect-Flood Reconnect--SienriceAeconnected- Underground-Overhead Urlde "r+cy M.Laterals 1 2 _ H Frame Role, Work done on Service? Y ._ N 'Aldi tart I l c rmatiori. a A ,N�,. IE WiTI=I i41?PLIICAT'OU ,. ,. �,�.�_.� Request forInspection'FormAs �� 1 I ry Ott Ilz Ic+ he l heaQJ � r 765-1802 Town Hall Annex Telephone(631) 54375 Main Road Fax(631)765-9502 P.O.Box 1179 _ Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS TYPE'CONSTRU:CTION, PREPENOINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: �� 1 Owner: Location of Property: -. , ® _ 449 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:_ Name (person submitting this form : 0AYL _ Capacity(check applicable line): Owner Owner representative TmssRegl5.docx Effective 1/1/2015 5 U RV EY Of LOT 6 I N A5 511OWN ON A CERTAIN MAP ENTITLED"MAP OF WE5T CREEK 0TATE5" PILED IN THE OFFICE OF THE CLERK OF 5UFFOLK COUNTY AUGUST 19, 19G3A5 MAP NO.3848 QA ` 5ITUATE: 50UTMOLD W t E Q NYSDEC TOWN : 50UTMOLD APPROVED AS PER TERMS 17 5U FFOLK COUNTY, NY AND CONDITIONS OF S AND NO I-q73�j -Q�3 5URVEYED 1 1 -08-2018 DATE �{ n ZOIq PROPOSED 12- 18-2018 REVISED 01- 10-2019 REV15ED 02-2G-2019, 04-02-2019 04-05-2019 5UFFOLK COUNTY TAX # 1000 - 78 - 2 - 22 G CERTIFIED TO: / JIJI•F SLUM Q aSpha/ MELISSA KONDAK hpi0 CkIICAG0 TITLE INSURANCE SERVICES,LLC 4-z>4, S adl?�ay '® PROPOSED LOT COVERAGE INFORMATION TAX MAr 1ff (ZONE Rr40) 1000.72-2-22 / O AREA LANDWARD OF FLAGGED WETLANDS 20.551 S.F. Q TOASTING COVERAGE / exp?: EXIST.HOLOV R GARAGE 1.945 S.F. ; g O! ExlSr.DEcfd 5.1,397 .F. �� W4 /N, L h C / — ` CP tp Lp PROPOSED EXIST.COVERAGE41- 00, s F EX1,3TINGHOl15E (p � SF�P FROP059D ADDITIONS 348,6 5,F, V M O' d S /C PROPOSEDrOOL 510S.F, q,/ 623 /N a) r O ty PPCiPOSEO DPC r. � 1122912 S.P, /2� Fiq mvp �RpqF• h R 1' O✓o M/NO+ TOTAL FROPC100 XVERAGE 3.729,8 SY.or 19.1 GqGpO/ FFF ( yGF � p p o 4. 31 IV %T/ON-• --"`�,` y pFQ,IM�''Fa \p�( �+VTj' 6,� �re) ry IV / , F / e(4 6 `' / O l 0, op 7�,L co 19, e4 N e4 3./ �0'�F�4116"0 3 / m) - ryco 0 G2o�$� a4 s �c� 2 WETLAND FLAGS SHOWN THUS#�WERE SET BY SURVEYOR F.E.M.A. FLOOD ZONE SHADED X It AE(EL Q FROM F.I.R.M. PANEL 3G 103CO I G6H PROPOSED SEPTIC SYSTEM DETAIL F.F (NOT TO SCALE) TEST HOLE DATA EL=b•0 t 1' GRADE BY SURVEYOR ELEV 8]' LOCKING CAST IRON GRADE COVER TO GRADE ELEV.8.0' I I-08-18 C/o � 70P El 79" TOP EL,7 2 7250 CPL. _ MIN,a-DIA. 6- LrACHII+c OL BROWN LOAM HY LL, APPROVED PPE I SEPTIC AV P00< LEACHING N 7] rnm,pHCH 1/A'/1' { TANK mIA PRC" t/a7V N oo Ra• POOL EI- INV El.70' —INV.EL {*°--g•--.,-{ 9'-----{ I-----R'--e'� — SW PALE BROWN FINE TOCOARsESAND --------------------- ------------- -- ------ ---------- HiGIJE51 LxPEEi 7.?J SEPTIC TANK (1) E4WKF'LL MATERIAL DISTRIBUTION POOL OF—/ ROT,EL,a.7' \'`•.GROUND WATER COARSE SAND k GRAVEL 4 POOL$MEN ELEV.09• LWI LEACHING POOLS (6) WATER IN PALE BROVeN FINE 1,M'MMUM SEPIC TAN(CAPACITIES FOR A 4 BEDROOM HOUSE 14 1.=GALLONS 7,MINIMUM LEACHING sTS1E-FOR A 4 DEOMW- OUSE FOOL ROUGE 5]M W 11 SPEWAtI ARM TO COARSE SAND 2,CONCRETE s{-lE AVE A MRMWN COMPRESSNE STRENGTH OF 3060 Cat AT 28 pArg. 6 POOLS,2'DEEP.B %n J.WALL THICKNESS SHALL BE A LnNiWM Of A-,A TOP THrjq Ess or 6-AND A BOTTOM THCIMCSS OF 4'. 2,LEACHING POOLS ARE TO BE CONSTRUCT@ OF PRECAST REWTORCED CONCRETE(OR EOLu1) 2,uI ALL WALLS,TianaM NR9 TOP 571ALL CONTAIN RERNrORCRJC TO flF515T A!!APPLIED FORCE OF Sap psr 1GC11I16 SIRUCIURES,SOLID D047ES AND/OR SEAIM At JOINTS JOINTS SHALL HE SEALED SO THAT THE TANV 6 WAiEPTGHT. ]ALL COVERS SHALL BE OF PPECAST REWTORCED CONCRETE(On Eowo 5.THE SEPTA:iPMS SHALL BE INSTALLED AT LEVEL IN ALT,DIRECTIOUS(Wall A MAX TOLERANCE OF 31/4') 4,A 10•mh DISTANCE UETWEE14 LEACHING POOLS AHD WATER LINE SWILL RE MAVITAINLD, ON A NRIIMUM]'THICY.690 OF C6tAPACTLO S/JJO OR PCA l7LLVEL. D,AN B'mn WAKE DETwFEN ALL LEACHING POOLS AND SEPTIC TAW SNALL BE MWIAINLD, COMMENTS,WATER ENCOUNTERED 7,3'BELOW SURFACE 8,A 10 m^DSPACE BETWEEN SEPTIC TANK AND 110USE SHALL BE MAINTAINED RdCyf¢_�A: "Ll lharired alteration or ad jl,l to a,-Ivey (q f maP booring a DCans0 Iand survoyor a aeal is a o ram FOUND JOHN C. E H LE R5 LAND 5 U RV EYO R •��l9 C.E�/�L�.�� v Ga„pn a,sactlNoa 7209, 2, State ifducot on Low a LOPI"from the mlIthal of this survey a� M011,04 with on arigmal Of 1ha land o-rva)vr s !' stamped seal shell be considered to by valla true •ELEVATf!3N7j W-EUNCE NAVD 99 DATUMy� j 4= T 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202J,,.," 3"r CerDllcoltons Indicated hereon signify that this S3PJ PR9PERTY{S FLOATING OGCr.4A24'tRAMP4'AI 1' iS .A _ purvey was prepared in avoordonce with the o— Area a 22,214 Sol, Ft. RIVERMEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 < L a y the Dade ar State ra, Land s-(lp" adapted ' i� 0 by the New York Stale Associalian of Prafossionol Land Surveyors. Said ceflificaUrns Rhea run only Area — 0.51 Acres resurvey@optonlme.net ✓s to me person rot whom the survey Is ProParea, 0� 022 ti and on his behalf 1.the title Company.govommen— FQ lot ngency and lending institution listed harden,and T LAI'!tJ S to the oso,gru es or the landing institution CertiOco- 1 7-1 2 1 tions oro not it nsferpble to additional Institutions GENERAL NOTES POSTS-STEEL,T OR U SHAPE TYPE 1 ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND OR' HARDWOOD SPECIFICATIONS OF THE LOCAL TOWN OR VILLAGE AND THE SUFFOLK COUNTY DEPARTMENT OF 3/4"JERSEY SHORE GRAVEL FENCE-WOVEN WIRE 14.5 GAUGE _'�t ;., 6"MAX.MESH OPENING Cnti. (RATE OF 25 LBS/SY) HEALTH SERVICES AS REQUIRED. FILTER CLOTH-MIRAFI 140N OR APPROVED EQUAL 2. TOPOGRAPHIC SURVEY BY JOHN C.EHLERS LAND SURVEYOR DATED APRIL 5,2019. VERTICAL DATUM IS NAVD 88. 4"MIN.STONE BLEND 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE 36'MIN.FENCE POST----,,,,,,,,, iE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN 0 d ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. M � 14 Uj zo 7 1 1 z I '\,/ : 11,1� 11 1 X,/ Q 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE U_ UNDISTURBED GROUND MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. 10% :1T FLOW I\6 A MINIMUM SEPARATION OF TWENTY(20)FEET TO BE MAINTAINED BETWEEN DRYWELLS AND X\111 SILT FENCE NOTES: //�//�//�//�//�//�// S SANITARY STRUCTURES. COMPACTED BACKFILL 1. WOVEN WIRE FENCE(MIN.14112 GAUGE MAX 6'MESH SPACING) 76"TRENCH 6"MIN.STABILIZED SOIL BASE 0�/O�X/ WITH FILTER CLOTH OVER FENCE. XK, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE N \61 V-A e-A VN V-,N, V; /\ COMMENCING WORK EMBED FILTER 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCEU) CLOTH 6"MIN. X THE PROPOSED DRIVEWAY STONE WILL WITH TIES SPACED EVERY 24'AT TOP AND MID SECTION. INTO GROUND / //,-, / / / PROVIDE A STABILE SURFACE THAT WILL 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY PERVIOUS DRIVEWAY DETAIL PROVIDE A MINIMUM OF 0.3 VOID SPACE AS COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. V SPECIFIED ON THE DRAINAGE PLAN AND RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL THAT WILL NOT YIELD DUE TO USAGE. BURIED ON-SITE. REMOVED WHEN'BULGES"DEVELOP IN THE SILT FENCE. SECTION 7. ALL DRAINAGE PIPING MATERIAL TO BE PVC PERFORATED PIPE OR AN APPROVED EQUAL. ALL PIPING WOVEN WIRE FENCE(MIN.14112 TO HAVE MINIMUM 12"OF COVER. 6"PIPE MAY BE USED TO CONNECT ROOF DRAIN LEADERS PO S(TYP-) GAUGE MAX.6'MESH SPACING) 36"MIN.FENCE POSTS. DIRECTLY TO DRYWELLS. 10'MAX CENTER TO CENTER -DRIVEN 16 MIN.INTO THE 8. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE GROUND I PROPOSED LOT COVERAGE INFORMATION .................. DRAINAGE SYSTEM. DOWNSPOUT LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE,ADDITIONAL LLJ TAX MAP# (ZONE P-40) 1000-72-2-22 ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS NECESSARY TO CONNECT ALL ROOF DOWNSPOUTS. U_Z AREA LANDWARD Of FLAGGED WETLANDS 20,551 S.F. U_ 0 PROPOSED 491 SF X 4" DEEP D 9. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS EXISTING COVERAGE NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE 141 STONE PERVIOUS DRIVEWAY ;�k 0 INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EXIST. HOUSE GARAGE I,G45 5.f. (SEE DETAIL THIS SHEET) EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND EXIST. DECK 357 S.F. 3011 SEDIMENT CONTROL". 6"PENETRATION INTO V GROUND PROP05ED EX15T. COVERAGE F..M�� (SEE SECTION) ELEVATION DRAINAGE CALCULATIONS: EXISTING HOUSE I,G45 5.f. PROP -70 THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR 01 S til/ 20/ A2"RAINFALL. STORAGE TO BE PROVIDED IN 6'0 PRECAST DRYWELLS PROVIDING 22.3 CF/VF OF STORAGE. THE DESIGN IS BASED ON THE SEp PROPOSED POOL 450 S.F. . . . :1 V PROPOSED ADDITIONS 378.G S.F. 9m- 9 .1 �,4 SILT FENCE DETAIL Of NOT TO SCALE ,:.' ;: /0/ 4: FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0,PERVIOUS DRIVEWAY 0.5 PROPOSED DECK 1.150.7 5.f. , *; .1 4o -,- 1- TOTAL PROPOSED COVERAGE 3,623.7 S.F. or 17.6% CO • DRA"A"-HOUSE ROOF AREA C0• STORAGE REQUIRED: _-r- A FP_ ROOF AREA 2,028 SF X 1.00 X 2"/12 338 CF 2 PROPOSED 6'0 X 4' 4 ov DOWNSPOUT DEEP DRYWELL ♦ 338 CF/22.3 CFNF=15.2 VERTICAL FEET REQUIRED (SEE ARCHITECTURAL PLANS) Ge� ( I \ )t�q (�/G STORAGE PROVIDED: -n CO T 0 TER(ADS USE 4-6'0 X 4"DEEP DRYWELLS PROVIDING 16.0 LF>15.2 L.F. DOWNSPOUT ADAPTER OR APPROVED EQUAL) (SEE CHART FOR PART NUMBER) TE5T HOLE DATA EL=8.0' DRA"13%PERVIOUS DRIVEWAY BY SURVEYOR STORAGE REQUIRED: 00,jQ OP 17)'zo's- QAC p DRIVEWAY AREA: 491 SF X 0.50 X 2112 40.9 CF /SD / )t 1000, 0), PROPOSED GRADE 170� OL BROWN LOAM STORAGE PROVIDED: 3' 26 3 RFq Rip 1 .5' PROVIDE 4"STONE=491 SF X 4/12 X 0.3=49.1 CF>40.9 CF 77777�\/\�, 450 BEND/ END(MAX) OTs 30 ^ Cv 5W PALE BROWN FINE TO COARSE SAND &0 40 6'ADS PIPE(LENGTH VARIES) 0 4 7.3' 5W SNAP CONNECTION LO WATER IN PALE BROWN FINE 45eBEND(MAX) TO COARSE SAND z PROPOSED 6'0 X 4' 0 % PART#IPIPESIZEI A B C n 0 X 12.3' 0364AA 3% 2.50- 3.25- 4.75- PROPOSED 0464AA 4' 2.50" 3.25" 4.75" t4 1> I DEEP DRYWELL 0465AA 4- 3.25- 4.50' -5.0-0- J 6*ROOF DRAIN LATERAL 0 X '10 NO 0466AA 4- 2.56' 2.56" 4.63" 0664AA 6' 3.62' 5.63- 6.43- WrTH WYE(TYP.) PROPOSED 8'0 X 4' COMMENTS: WATEP,ENCOUNTERED 7.3' BELOW SURFACE I � I /C 0664AC* 3' 3.6?1 5.6 1 6.43'1 Part 0664-AC is PVC NOTE:6'ADS PIPE MAYBE CE VARIES 116 BACKWASH DRYWELL USED WHEN A DOWNSPOU I IS /00, op r, (SEE GRADING AND X # CONNECTED DIRECTLY TO THE DRAINAGE PLAN) 0 jlh� CULTEC DRAINAGE U5 / WERE SET 13Y SURVEYOR STRUCTURES. 0) WETLAND FLAGS SHOWN TH OY 170� 0,*- j 6V f.E.M.A. FLOOD ZONE SHADED X 4� AE(EL G) FROM f.1.R.M. PANEL 3G 103CO I GGH ROOF DRAIN ADAPTER DETAIL r.o X 1-19 0 SOT NOT TO SCALE ;>/ XSiy,9 SILT FENCE AND HAY BALE V-0" X3- +LINE AT 100' SETBACK SEE PRECAST STRUCTURE NOTES FOR REINFORCING REQUIREMENTS. A P R O V E D BY INSTALL DUMMY RINGS ANDIOR DOME AS 3 X * BOARD OF 'I RUSTEES NECESSARY TO BRING PROPOSED TOWN OF SOUTHOLD STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND PROPOSED FENCE SLOTTED COVER CAMBELL FOUNDRY CO. DATE MIN.2 BRICK PATTERN No.1383 OR SOLID MANHOLE COURSES COVER PATTEo.RN N1012A-TYPE C OR AN 0 CONCRETE COLLAR APPROVED EQUAL CV AS NECESSARY FINISHED GRADE 6'po 0) F... X SEE PLANS BY NANCY DWYER, DESIGNER 24 FOR ADDITIONAL INFORMATION In U_Cn SEE PRECAST STRUCTURE ""I <0 zo W= NOTES FOR REINFORCING PLAN VIEWI.-W *'N- A REQUIREMENTS to.,< I ca X LEACHING BASIN NOTES: u!R '9, 2,3 OR 4 FOOT SECTIONS 1.ALL DRAINAGE STRUCTURES SHALL BE PLACED AS NECESSARY z 0 IN ACCEPTABLE LEACHING SOILS AS APPROVED WRAP WITH 6 OZ.(MIN.)NONWOVEN . BY THE ENGINEER. IN THE EVENT POOR LEACHING GEOTEXTILE(FILTER FABRIC)AND AT cow O MATERIAL IS ENCOUNTERED,EXCAVATION IS TO TOP OF COLLAR BY MIRAFI OR AN < BE CONTINUED TO SUITABLE MATERIAL AND APPROVED EQUAL. PRECAST DRAINAGE 0 F E 3 3 2020 11/20/19 REV.REAR DECK W 915/19 REV.REAR DECK/POOL 2 5 2019 W P < 2. NO TRENCH,PIT OR OTHER EXCAVATION SHALL , ." 1. . . _3 a- � P VISIONS BACKFILLED AS DETAILED. SHEET PILING AS REQUIRED RINGS RE BE LEFT OPEN OR UNATTENDED. EXCAVATIONS EXCAVATE AND BACKFILL 3 FEET AROUND 0Uj< (n of TO BE PROTECTED AS DIRECTED BY THE LEACHING RINGS WITH SUITABLE POROUS •• W 0 > Uj ENGINEER WITH FENCES,BARRICADES AND MATERIAL AS APPROVED BY THE ENGINEEROTHER APPROVED METHODS. IL W 12'MIN. W 3. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING -A OF CASTING. ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE BLOCK BRICK SITE PLAN AND/OR 1:2 MORTAR MIX SCALE:1"=20' ell 1,4 4 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Z.0 Law,Article 145,Section 7209,for any person unless acting under the drectionofalioensed 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING DURING TRENCHING TO Professional Engineer,Architect,or Land Surveyor,to after any item in any way.If an Rem bearing the seal of an Engineer,Architect,or Land Surveyor Is altered,the altering Engineer,Architect,or INSURE THE SAFETY OF WORKMEN AND THE V ..., : .1. GENERAL PUBLIC EXPOSED TO THE HAZARDS OF • Land Surveyor shall affix to the item his/her seal and the notation"Altered by'followed by his/her FALLING AND SLIDING MATERIAL IN EXCAVATE A MINIMUM OF 6 INTO signature and the date of such alterations,and a specific description of the alteration. S.C.T.M.: DIST. 1000 SEC.78 BLK 2 LOT.22 CONFORMANCE WITH THE REQUIREMENTS OF THE VIRGIN STRATA OF SAND AND TITLE 29 CODE OF FEDERAL REGULATIONS,PART GRAVEL OR TO BOTTOM OF DRYWELL ELEVATION VIEW 1926,SAFETY AND HEALTH REGUL"ONS FOR WHICHEVER IS DEEPER Scale:AS SHOWN B L U M RESIDENCE CONSTRUCTION(OSHA). Condon Engineering, P.C. 5. BACKFILL AND COMPACTION SHALL BE IN 6" 1755 Sigsbee Road 420 GLENN ROAD LIFTS. ALL BACKFILL MATERIAL TO BE DRYWELL DETAIL Dirawn by.JJC SOUTHOLD NY OF COMPACTED BY JETTING OR OTHER APPROVED Maftituck, New York 11952 MEANS. Date:6/10/2019 (631)298-1986 (631)298-2651 fax 0 vim.condonengineering.com DRAINAGE PLAN GENERAL NOTES POSTS-STEEL,T OR U SHAPE TYPE 1 z:. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND OR2"HARDWOOD FENCE WOVEN WIRE 14.5 GAUGE 3/4"JERSEY SHORE GRAVEL SPECIFICATIONS OF THE LOCAL TOWN OR VILLAGE AND THE SUFFOLK COUNTY DEPARTMENT OF /^ HEALTH SERVICES AS REQUIRED. 6"MAX.MESH OPENING (RATE OF 25 LBS/SYI FILTER CLOTH-MIRAFI 140N EL I OR APPROVED EQUAL 2. TOPOGRAPHIC SURVEY BY JOHN C.EHLERS LAND SURVEYOR DATED APRIL 5,2019. VERTICAL DATUM IS NAVD 88. 4"MIN.STONE BLEND 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE J4.R A 114 JR_ / Q COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN 36'MIN FFNCFPOST--,� J Z Z W `_ /SAI Tl lrnr nl AIn In C^k1`PT1'A1 AAIn u11nT nr nnAlrnnA"rn Annnnnok1G1� &1'r lr rlrl n Q VIV IIILVL f Ln1VV I J VVIVVLI-1 V/'kL AIV✓MVVI UL.VVIVI VI%IVIL✓nVVVI\✓I IVVL I IV II ILI ILL✓. 0 LL zo N 4. A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE UNDISTURBED GROUND / /�/ /�/ MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. c4 FLOW \//\//\//\//\//\//\//\//\//\//\//\//\//\/ A MINIMUM SEPARATION OF TWENTY(20)FEET TO BE MAINTAINED BETWEEN DRYWELLS AND SILT FENCE NOTES: //\//\//\//\//\//\//\�//\\//\�//\�//\\//\\//\�// SANITARY STRUCTURES. COMPACT ED BACKFILL \\ \\ \\ \\ \\�\\�\\�\\�\\�\\�\\�\\�\\�\\i R"RAIN RTARII 17Fn sm RARF \� / IS I. VVVV CIV VVIKt rtNUt tMIN. 14 I1Z UAWt MAA.O-MtJti JYAUINU) V'-:. ----6"X6"TRENCH // // // / / / / / / / /WITH FILTER CLOTH OVER FENCE. \\ �\ \\ \\/�\/�\/�\/�\/\\/�\/�\/�\/��/�\ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE EMBED FILTER z_ //� /��//� NOTE. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE CLOTH 6"MIN. \\ \\ \\ \\ \\ \\/\\/\\/\\/\\/\\/\\/\\/\\ CI COMMENCING WORK. /\/\/\/\/\/\/\/\/\/\/\/\/\/, THE PROPOSED DRIVEWAY STONE WILL WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. INTO GROUND `° PROVIDE A STABILE SURFACE THAT WILL 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY PERVIOUS DRIVEWAY DETAIL PROVIDE A MINIMUM OF 0.3 VOID SPACE AS \ COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES. CONTRACTOR SHALL BE SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. SPECIFIED ON THE DRAINAGE PLAN AND RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE ' THAT WILL NOT YIELD DUE TO USAGE. BURIED ON-SITE. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN'BULGES'DEVELOP IN THE SILT FENCE. SECTION 7. ALL DRAINAGE PIPING MATERIAL TO BE PVC PERFORATED PIPE OR AN APPROVED EQUAL. ALL PIPING WOVEN WIRE FENCE(MIN.141/2 TO HAVE MINIMUM 12"OF COVER. 6"PIPE MAY BE USED TO CONNECT ROOF DRAIN LEADERS TPP. POSTS GAUGE MAX.6'MESH SPACI36'MIN.FENCE POSTS.NG) DIRECTLY TO DRYWELLS. ( ) 10'MAX CENTER TOCENTER /'DRIVEN 16,MIN.INTO THE ` �/A� o AI I onnC nOAIKI nnIAn,Ionnl ITO LIUAI 1 DC nnIkIIICrTCn MOCrITI V TA TUC r)Dnr)n QCn nil OITC r[I �/ v DRAINAGE SYSTEM. DOWNSPOUT LOCATIONSSHOWN ON THE PLANS ARE APPROXIMATE,GROUND PROP05ED LOT COVERAGE INFORMATION Y w TAX MAP# (ZONE"0) 1000-72-2-221 CS Y ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS NECESSARY TO CONNECT ALL ROOF LLz AREA LANDWARD OF FLAGGED WETLANDS 20,551 S.F. T �ha�t DOWNSPOUTS. o n 1 /'O O ILT 'E E � E<ISTING COVERAGE PROPOSED 491 SFX 4 DEEP ate/ /� 9. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS - T E ,� @Tr1AlC r1CO�/1x11 1@ 1101\/CIA/A V > �.�. NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS. PONDS DRAINAGE x V 1 VIVL rL11VIVUV V111VL-VV/11 1 •� EX15T. HOUSE+ GARAGE 1,G45 S.F. 1 G0 y ��\ INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EXIST. DECK 387 S.F. (SEE DETAIL THIS SHEET) .; •ice,: 3 /S/; EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND 6'PENETRATION INTO MF?F�gTF�, SEDIMENT CONTROL'. GROUND PROP05FD EC15T. COVERAGE �,�G�� (SEE SECTION) ELEVATION �. DRAINAGE CALCULATIONS. EX15TING HOUSE I.645 S.F. P�'pp o D \��5�'� ^ Qn THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR PROPOSED ADDITIONS 378.6 5.F. gp�rO,eYO �� .` �1P /O' J til/N 'UQ� A 2"RAINFALL. STORAGE TO BE PROVIDED IN 60 PRECAST DRYWELLS SILT FENCE DETAIL PROPOSED POOL 450 S.F. PROVIDING 22.3 CFNF OF STORAGE. THE DESIGN IS BASED ON THE NDT TO SCALE PROPOSED DECK 890.5 S.F. ; '"�'' �� /0� / I FOLLOWING RUNOFF COEFFICIENTS: ROOF 1.0, PERVIOUS DRIVEWAY 0.5 TOTAL PROPOSED COVERAGE 3,364.1 S.F. or I G.4% V 1 1 O M , ..:"� �..: / �• - LP � �� D STORAGE REQUIRED:F AREA F �• �~ r 1 �'�/ '� i� SKUUt-AKEA: L,ULtf 51=A 1.UU X L'11L= mu CF A PROPOSED 6'0 X 4' DOWNSPOUT DEEP DRYWELLG, l4/O' 6/ $/- /e 338 CF 122.3 CFNF= 15.2 VERTICAL FEET REQUIRED 44 (SEE ARCHITECTURAL PLANS) 2�� FSTjN C O� STORAGE PROVIDED: A .. CO�� t ICE A-F'rA X A't1EGp npvwr:I I C ppm/i imr=1R!1 I F 1F I F DVVVIVJPVUI ADAPTER IAD) (7 �< /�, v/� ✓/�A/ ([ CO OR APPROVED EQUAL) p G '�/0/'c0 '�/ v (SEE CHART FOR PART NUMBER) PR pp FF�� Cj vv� �\ �� TEST HOLE DATA EL=&O` DRA"B. �,) 8 F -PERVIOUS DRIVEWAY �o �O S �/� BY 5URVEYOR STORAGE REQUIRED: 00, 1 1 -08-) 8 DRIVEWAY AREA: 491 SF X 0.50 X 2/12 = 40.9 CF �. R/SdFES a / rR�sr ( 7i(;A I , �� OL BROWN LOAM STORAGE PROVIDED: PROPOSED GRADE v 3' '-ROp 26 v 1.5' PROVIDE 4"STONE=491 SF X 4/12 X 0.3=49.1 CF>40.9 CF �O C 3' l` T l ,j F�pp FCpO%A �AVE O (L2'' �/ S �• `/ � a '� SW PALE BROWN FINE TO COARSE SAND 450 BEND(MAX.) �� •6 �' P 30 0, ^ (� ® cc WADS PIPE(LENGTH VARIES) O• \ �� 6 4 2po I Uj WATER IN PALE BROWN FINE SNAP CONNECTION-/ o `C/ �Or PROPOSED 6'f� X 4' 450 BEND(MAX.) z �� TO COARSE SAND PART# PIPE SIZE A B C �+ 1 0364AA 3' 2.50' 3.25' 4.75' PROPOSED FENCE / F� 3 > / \`� FLX o DEEP DRYWELL 12.3 0464AA 4' 2 50' 3 25' 4.75' o 0465AA 4' 3.25' 4.50' 5.00' 6'ROOF DRAIN LATERAL O X / `` TO 6 T/NG S ) �c'I 0466AA 4' 256' 2.56' 463' WITH WYE YP. z - ARRA SFpr_ PROPOSED 8'0 X 4' COMMENTS: WATER ENCOUNTERED 7.3'BELOW SURFACE 0664AA 6' 3.62 5.63' 6.43' ) Io664AC'1 6• 13621563'1643.1 "F� I "��Fo [/NF BACKWASH DRYWELL 'Part 0664-AC is PVC NOTE:6'ADS PIPE MAYBE DISTANCE VARIES USED WHEN A DOWNSPOUT IS (SEE GRADING AND / .1 G /00, /�rRU # CUUNEECTED DRANAGETLYTOTHE DRAINAGE PLAN) tO �/ / li Ju"�/.S�/��5 WETLAND FLAGS SHOWN THUS WERE 5ET BY SURVEYOR STRUCTURES. v, ;� F.E.M.A. FLOOD ZONE SHADED X AE(EL G) FROM F.I.R.M. PANEL 3G 10-:; ! GGH Drool= nQAINI AnADTGQ nWTAII o� l / .07 I \VVI VI \f%11-4 f1V/7I I `I . VL I fAIL 0) ez / X-•�7 NOT TO SCALE 'V / CX? / ySILT FENCE AND HAY BALE 6-0• F�X3 / �� Fp LINE AT 100' SETBACK CFF PRF(:ART CTRI IrTI IRF f\nTFC Pnp REINFORCING REQUIREMENTS. 6 INSTALL DUMMY RINGS ANDIOR DOME AS / NECESSARY TO BRING PROPOSED 2 STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND PROPOSED FENCE SLOTTED COVER CAMBELL FOUNDRY CO. - "`\ MiN.L BF-60K 1'A 1 I ERN No. i 38 OR SOUR WANiOLt '7\ ` COURSESAPFROVEDCOVER TEQUA .TERN No.1012A-TYPE CGRAN /Gl y / CONCRETE COLLAR /� p rn AS NECESSARY FINISHED GRADE • V '\ � $ "J X / F�� 2�4 X � X 840 /\ � ILL CO CID SEE PRECAST STRUCTURE - /e� O NOTES FOR REINFORCING REQUIREMENTS PLAN VIEW f5,�e . .�� ,ca Z. � �.• Oq X I,t,/RE LEACHING BASIN NOTES: S. `u>r .•::.., :ps 2,3 OR 4 FOOT SECTIONS /•'9, 1.ALL DRAINAGE STRUCTURES SHALL BE PLACED -:;` AS NECESSARY z mi errGOTAaLE LrACulnlr SOILS e APPROVED WITH 6 OZ.(MIN.)NONWOVEN ;',.;;;,�• ` o / 'h BY THE ENGINEER. IN THE EVENT POOR LEACHING GEOTEXTILE(FILTER FABRIC)AND AT (D CLL V MATERIAL IS ENCOUNTERED,EXCAVATION IS TO TOP OF COLLAR BY MIRAFI OR AN LU o BE CONTINUED TO SUITABLE MATERIAL AND APPROVED EQUAL. : ' ': ' PRECAST DRAINAGE BACKFILLED AS DETAILED. SHEET PILING AS REQUIRED :' : RINGS Q = ��.• 9/9/19 REV. REAR DECK/POOL 2. NO TRENCH,PIT OR OTHER EXCAVATION SHALL a z BE LEFT OPEN OR UNATTENDED. EXCAVATIONS EXCAVATE AND BACKFILL3FEETAROUND 1- WREVISIONS TO BE PROTECTED AS DIRECTED DV THE, LEACHING RINGS WITH SUITABLE POROUS � .u.:•`•4� �..`•• __ ¢ w o ENGINEER WITH FENCES,BARRICADES AND MATERIAL AS APPROVED BY THE ENGINEER. '!.` . ' a OF 7,w q n , r- � ,' kynh OTHER APPROVED METHODS. 12'MIN. LL W 3. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING J OF CASTING. ADEQUATE BEARING WILL BE SITE PLAN PROVIDED USING CONCRETE BLOCK,BRICK ffANDIOR 1:2 MORTAR MIX. SCALE:1"=2(7 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed .. �.• 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE Professional Engineer,Architect or Land Surveyor,to r I` galter any item in anyway.If an item bearing SHEETING AND SHORING DURING TRENCHING TO the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or ��a' °:•'�a;;t L ' ", ' INSURE THE SAFETY OF WORKMEN AND THE % Cy '• Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her GENERAL PUBLIC EXPOSED TO THE HAZARDS OF EXCAVATE A MINIMUM OF 6 INTO signature and the date of such alterations,and a specific description of the alteration. `�", I`�;.;?; , FALLING AND SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF THE VIRGIN STRATA OF SAND AND S.C.T.M.: DIST. 1000 SEC.78 BLK.2 LOT.22 TITLE 29 CODE OF FEDERAL REGULATIONS,PART GRAVEL OR TO BOTTOM OF DRYWELL ELEVATION VIEW WHI(HF M I.5 IIFFPFR /\ != I�LV,SAFETi'`i AIVV f1CAL l f1 RCVVLA l IVIVJ FOR M ■ A /11'►1 I IIIA 1"►I�I"�Ir1rA1/'1r CONSTRUCTION(OSHA). Scale:AS SHOWN t,onaon Engineering, F.U. DLUIVI RCJIUCINI,C 5. BACKFILL AND COMPACTION SHALL BE IN 6" DRYWELL DETAIL v 420 GLENN ROAD LIFTS. ALL BACKFILL MATERIAL TO BE 1755 Slgsb2e Road COMPACTED BY JETTING OR OTHER APPROVED Drawn b :JJC Matfituck, New York 11952 SOUTHOLD, NY OF Date:6/10/2019 MEANS. (631)298-1986(631)298-2651 fax DRAINAGE I'LAIV I ® I I I iivw-rr.%uiluullCl#yn IGCI a ry.w1l I GENERAL NOTES POSTS-STEEL,T OR U SHAPE TYPE 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND HARDWOOD OR' SPECIFICATIONS OF THE LOCAL TOWN OR VILLAGE AND THE SUFFOLK COUNTY DEPARTMENT OF 3/4"JERSEY SHORE GRAVEL E FENC -WOVEN WIRE 14.5 GAUGE HEALTH SERVICES AS REQUIRED. 6"MAX.MESH OPENING (RATE OF 25 LBS/SY) FILTER CLOTH -MIRAFI 140N OR APPROVED EQUAL 2. TOPOGRAPHIC SURVEY BY JOHN C.EHLERS LAND SURVEYOR DATED APRIL 5,2019. VERTICAL DATUM IS NAVD 88. 4"MIN.STONE BLEND Pz 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN 36"MIN.FENCE POSTz z E o ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. Q LLJ _j C�- 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. UNDISTURBED GROUND o FLOW A MINIMUM SEPARATION OF TWENTY(20)FEET TO BE MAINTAINED BETWEEN DRYWELLS AND SILT FENCE NOTES: SANITARY STRUCTURES. COMPACTED BACKFILL 6"MIN.STABILIZED SOIL BASE &Q 1. WOVEN WIRE FENCE(MIN.14112 GAUGE MAX 6-MESH SPACING) 1_j----6'X6*TRENCH WITH FILTER CLOTH OVER FENCE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE EMBED FILTER 2� NOTE: COMMENCING WORK. CLOTH 6"MIN. ::> THE PROPOSED DRIVEWAY STONE WILL WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. INTO GROUND PROVIDE A STABILE SURFACE THAT WILL 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY PERVIOUS DRIVEWAY DETAIL PROVIDE A MINIMUM OF 0.3 VOID SPACE AS COUNTY,STATE AND FEDERAL LAWS, CODES AND ORDINANCES.CONTRACTOR SHALL BE SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. SPECIFIED ON THE DRAINAGE PLAN AND RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE THAT WILL NOT YIELD DUE TO USAGE. BURIED ON-SITE. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN'BULGES"DEVELOP IN THE SILT FENCE. SECTION 7. ALL DRAINAGE PIPING MATERIAL TO BE PVC PERFORATED PIPE OR AN APPROVED EQUAL. ALL PIPING WOVEN WIRE FENCE(MIN.141/2 TO HAVE MINIMUM 12"OF COVER. 6"PIPE MAY BE USED TO CONNECT ROOF DRAIN LEADERS POSTS(TYP.) GAUGE MAX.6'MESH SPACING)__N 36*MIN.FENCE POSTS. DIRECTLY TO DRYWELLS. 10'MAX CENTER TO CENTER DRIVEN 16 MIN.INTO THE GROUND PROPOSED LOT COVERAGE INFORMATION 8. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE A DRAINAGE SYSTEM. DOWNSPOUT LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE,ADDITIONAL LU TAX MAP# (ZONE R-40) 1000-72-2-22 as ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS NECESSARY TO CONNECT ALL ROOF . . . . . . . . . . . . . . . . .. . . . . ... . . .- . . . . . . . . . . . . . DOWNSPOUTS. BLT AREA LANDWARD Of FLAGGED WETLANDS 20,551 S.F. pha�t O . . . . . . . . . . . . . . . . . . 0. 1 X.. J.. EX15TING COVERAGE PROPOSED 491 SF X 4" DEEP /10 9. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS . . . . . . . . . . ��/ D NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE . . . . . . . STONE PERVIOUS DRIVEWAY -15 0 GARAGE I,G45 S.F. INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF ID05T. HOUSE _TSEE DETAIL THIS SHEET) EROSION CONTROL MEASURES SHALL CONFORM TO'THE NEW YORK GUIDELINES FOR EROSION AND EXIST. DECK 357 S.F.5F SEDIMENT CONTROL". 6"PENETRATION INTO s�. 0 M�'F'gTF PROPOSED EXIST. COVERAGE 4, GROUND (SEE SECTION) ELEVATION DRAINAGE CALCULATIONS: /0 EXISTING HOUSE I,G45 S.F. 0 THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR SOP PROPOSED ADDITIONS 378.G S.F. /0, A T RAINFALL. STORAGE TO BE PROVIDED IN 6'0 PRECAST DRYWELLS SILT FENCE DETAIL PROVIIDING 22.3 CF1VF OF STORAGE. THE DESIGN IS BASED ON THE PROPOSED POOL 450 S.F.5f FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0,PERVIOUS DRIVEWAY 0.5 NOT TO SCALE ED DECK 890.5 5.F. PROPOS 4f) CO DRA"Am-HOUSE ROOF AREA TOTAL PROPOSED COVERAGE 3,364.1 S.F. or I G.4%1 STORAGE REQUIRED: ROOF AREA: 2,028 SF X 1.00 X 2'/12 338 CF CC) • P, \-" PROPOSED 6"0 X 4' kpp DOWNSPOUT DEEP DRYWELL /0, ff;�f 40 338 CF 122.3 CFNF=15.2 VERTICAL FEET REQUIRED ------- 441� 15/' 4C, (SEE ARCHITECTURAL PLANS) 1��zs r, ()--,I I . Qz, '1�q m/c /0, co, STORAGE PROVIDED: DOWNSPOUT ADAPTER(ADS C/O USE 41-60 X 4'DEEP DRYWELLS PROVIDING 16.0 LF>15.2 L.F. M 14 4QC1) OR APPROVED EQUAL) 0 Mi (SEE CHART FOR PART NUMBER) GATE -4 DRA 6191"-PERVIOUS DRIVEWAY s Ll�/E quo 4. TEST HOLE DATA EL=8.0' 13Y SURVEYOR/0' STORAGE REQUIRED: G) t/p,"I % DRIVEWAY AREA: 491 SF X 0.50 X 2/12 40.9 CF - 74 40Op-�R . I D/ 1�ts 0) (7r/6N CIL BROWN LOAM STORAGE PROVIDED: PROPOSED GRADE /Q3 pkop PROVIDE 4"STONE 491 SF X 4/12 X 0.3 49.1 CF>40.9 CF PROPOSED 48" HIGH POOL FENCE C-> /Zoo/. Zq 21- 450 BEND(MAX) 6 30 5W PALE BROWN FINE TO COARSE SAND WITH 314"' X 314" X 118" GALV. STEEL 40* W 6*ADS PIPE(LENGTH VARIES) RIGID MESH WITH NO. 2 CEDAR FRAME PRO 0 )6 7.3' SNAP CONNECTION ED AND 4" X 4" NO.2 CEDAR POSTS < GAT 5W WATER IN PALE BROWN FINE 450 BEND(MAX) PROPOSED 6'0 X 4' TO COARSE SAND PART# PIPE SIZE A B C -n 0 0 PROPOSED FENCE X 12.3' 0364AA 3' 2.50" 3.25' 4.75* Cz t4 DEEP DRYWELL S 0464AA 4 2.50" 3.25' 4.75" 0465AA 4' 3.25" 4.50' 5.00" X - 6'ROOF DRAIN LATERAL 0 GRATE 10 0466AA 4' 2.56" 2.56' 4.63' WITH WYE(TYP.) \8, PROPOSED 8'0 X 4' COMMENTS: WATER ENCOUNTERED 7.3' BELOW SURFACE 0664M 6- 3.62' 5 N_ /C r0j-_6' t BACKWASH DRYWELL Part 0664-AC is PVC NOTE: 6"ADS PIPE MAYBE DISTANCE VARIES USED WHEN A DOWNSPOUT IS (SEE GRADING AND NE OP # CONNECTED DIRECTLY TO THE DRAINAGE PLAN) A/ CULTEC DRAINAGE 0) WETLAND FLAGS SHOWN THUS )LWERE Siff 13Y 5URVEYOR STRUCTURES. 1/0� .0 oy If.E.M.A. FLOOD ZONE SHADED X AE(EL G) FROM f.I.R.M. PANEL 3r. 103CO I GGH 0 ROOF DRAIN ADAPTER DETAIL 0 NOT TO SCALE xe.;> / / 11�� % �Sv>x, SILT FENCE AND HAY BALE 6--0- X,3- LINE AT 1001 SETBACK SEE PRECAST STRUCTURE NOTES FOR REINFORCING REQUIREMENTS. e4 3 INSTALL DUMMY RINGS ANDIOR DOME AS NECESSARY TO BRING PROPOSED STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND PROPOSED FENCE SLOTTED COVER CAMBELL FOUNDRY CO. MIN.2 BRICK PATTERN No.1383 OR SOLID MANHOLE 0 COURSES COVER PATTERN No.1012A-TYPE C OR AN 0) CONCRETE COLLAR APPROVED EQUAL. AS NECESSARY --FINISHED GRADE eno X CO X 24 - SEE PRECAST STRUCTURE co NOTES FOR REINFORCING PLAN VIEW ;D 15..0 UJI X ca ` V LEACHING BASIN NOTES: 2,3 OR 4 FOOT SECTIONS '9, REQUIREMENTS AS NECESSARY--,,--' 1.ALL DRAINAGE STRUCTURES SHALL BE PLACED WRAP WITH 6 OZ.(MIN.)NONWOVEN 0 IN ACCEPTABLE LEACHING SOILS AS APPROVED GEOTEXTILE(FILTER FABRIC)AND AT Cn BY THE ENGINEER. IN THE EVENT POOR LEACHING MATERIAL IS ENCOUNTERED,EXCAVATION IS TO TOP OF COLLAR BY MIRAFI OR AN APPROVED EQUAL. BE CONTINUED TO SUITABLE MATERIAL AND PRECAST DRAINAGE iE 1W11 Z U) 101- 1/3/2020 ADD POOL FENCE O< w 0 9/9/19 REV.REAR DECKIPOOL W P < BACKFILLED AS DETAILED. SHEET PILING AS REQUIRED RINGS U) 2. NO TRENCH,PIT OR OTHER EXCAVATION SHALL qj REVISIONS BE LEFT OPEN OR UNATTENDED. EXCAVATIONS EXCAVATE AND BACKFILL 3 FEET AROUND cf)0 TO BE PROTECTED AS DIRECTED BY THE LEACHING RINGS WITH SUITABLE POROUS .:A!-MN-*:' U> W MATERIAL AS APPROVED BY THE ENGINEER. ENGINEER WITH FENCES,BARRICADES AND a. OTHER APPROVED METHODS. 12"MIN. F E 8 3 2020 W 3. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING OF CASTING. ADEQUATE BEARING WILL BE SITE PLAN PROVIDED USING CONCRETE BLOCK,BRICK SCALE:1"=20' Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education AND/OR 1:2 MORTAR MIX. I Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE 6D Professional Engineer,Architect,or Land Surveyor,to alter any Rem in any way.If an Rem bearing SHEETING AND SHORING DURING TRENCHING TO the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer, INSURE THE SAFETY OF WORKMEN AND THE 2 Land Surveyor shall aft to the Rem his/her seal and the notation'Altered by'followed by his/her GENERAL PUBLIC EXPOSED TO THE HAZARDS OF CY FALLING AND SLIDING MATERIAL IN EXCAVATE A MINIMUM OF 6'INTO signature and the date of such alterations,and a specific description of the alteration. S.C.T.M.: DIST. 1000 SEC. 78 BLK 2 LOT.22 SS10 CONFORMANCE WITH THE REQUIREMENTS OF THE VIRGIN STRATA OF SAND AND TITLE 29 CODE OF FEDERAL REGULATIONS,PART GRAVEL OR TO BOTTOM OF DRYWELL ELEVATION VIEW 1926,SAFETY AND HEALTH REGULATIONS FOR WHICHEVER IS DEEPER. Scale:AS SHOWN BLUM RESIDENCE CONSTRUCTION(OSHA). Condon Engineering, P.C. j -A- tk:� 5. BACKFILL AND COMPACTION SHALL BE IN 6' DRYWELL DETAIL 1755 Sigsbee Road 420 GLENN ROAD LIFTS. ALL BACKFILL MATERIAL TO BE Drawn by:JJC COMPACTED BY JETTING OR OTHER APPROVED Maftituck, New York 11952 SOUTHOLD, NY OF MEANS. Date:6/10/2019 (631) 298-1986 (631) 298-2651 fax www.condonengineefing.com DRAINAGE PLAN SUR _ _ .Y O LOT 6 R I O- 19-000 I q 3 J A5 SHOWN ON A CERTAIN MAP ENTITLED"MAP OF WE5T CREEK E5TATF-5" ' FILED IN THE OFFICE OF THECLERK OF SUFFOLK COUNTY AUGUST 19, 190A5 MAP NO.3848 e 51TUATE : SOUTHOLD TOWN .-, 5OUTHOLD SUFFOLK COUNTY, NY S SURVEYED 1 1 -08-2018 PROPOSED 12- 18-20 18 REVISED 01 - 10-2019 REVISED 02-2G-2019, 04-02-2019 Q� D 04-05-2019, FINAL 05-08-2020 - l5 L`a DD SUFFOLK COUNTY TAX # 1000 - 78 - 2 - 22 A U G 3 1 2020 CERTIFIED TO: JEFF BLUMBUILDING REPT. MELISSA KONDAK (fTOWNT G%'-` `i`UTMOLD CHICAGO TITLE INSURANCE SERVICES,LLC GAF as �� V ' r h Oa v o away OP Fo/ 3011 44,7 R Q1 11 ,off 0:��StiR �Zfi / 0 0 6 3 2 0/ EL 0 0 10 B 0 o SgPT/C_ °S 2�q28 S /6 e 0 fi c (b3a _2S. a 68 qC�' a0 q\g24•S�C9 S L/Ne � �'Q4h�F SF G�" Wj 6�ggs ee 2456 S OFUPO ys O F - s d- F / O /\ FL 6 /F� lloap n/ EL l 00, CO F42 / , � �0 �Qr s / / FL o 4 32 ,f � CO 4 N a h/Gh ltq�R \ S �� 0 6'2 0 � '� S4 � �1. NOTES. O _ ®� �� "Unauthorized licensed n addition 's a survey PIPE FOUND JOHN C. E H LE RS LAND SURVEYOR map bearing o licensed rood surveyor's soot is a violation of section 7209, sub-divislon 2, of the —X—X-- CHAIN LINKFENCE �°�\C EH� e� New York Slate Education Law." "Only copies from the atginol o!lhfa survey marked with an original of the loud surveyor's stamped seal shall be considered to be valid true -ELEVATIONS REFERENCE NAVD W DATUM copies' 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 "Certifications indicated hereon signify that this ON PROPERTY IS FLOATING DOCK 4'x 24't.RAMP 4'xl I' I / 9 Y survey was prepared in accordance with the ex- Area = 22,214 Sol. Ft. RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 369-8287 [sling Code of Practice for Land Surveys adopted Area = 0.5 I Acres by the New York State Association of Professional / Land Surveyors. Said certifications shall run only G IC SCALE In= 30' e5 u rvey@ opto n I I n e.net o „ J�. to the person for whom the survey is prepared, 5 'L and on his behalf to the title company.SF� governmen- ' tal agency and lending institution listed hereon, and LANG to the ossignees of the lending Institution Certifica- 1 7-1 2 I tions ore not transferable to additional institutions oor*k ro-rK P00(- epr)-c . - ------.- Q7DO-. 1,- 0 H RJ J6� ou-m 0 a447h)ck JQ-y, 065 a� C-1pj 13 0 OCT 2 3 2019 Ali rITk 6 F � '� C F ur- X 4 r7-1 e 0�j d PDU&j ,,rte, -OD � C evel mlk 03 � ► . � d (I . jlt�lsb UPFilt:790Y ewr y Fair- a4- ir- a4- �-ta<r p-A up to 'odM 's s N-st-0 � PDT- pbl>e, 1-e 0 «� Z r-�,- es , �s�� Ill "'1 S or v5b rK PooC Cry. P.O.& . :- •, . NAAAE. �U - SfZ�• 15 X S D SM09A PATTERNL».� ' ... . • WALL ' FLOOR PATTERN. DEPT f�: l -- •"" j HUNG OVERLAP (drde ON) • ' 1` • 9009 V (drds C" to , IDS oqs t' 1 i 43�3 A E3LUM RE51DENCE Deck * Pool for Ex15ting (remodeled Residence 4"X 4" POSTS BOLTED THRU TO FRAME WITH 2-g"X G" LAG BOLTS 2"X G" CAP RAIL CONTINUOUS AROUND DECK AREA 46'-0• CABLES f-TURNBUCKLE RAILING 33'-s ur- 'I 12'-6 u2• SYSTEM AROUND ENTIRE DECK AREA; - 16° CABLES, USE"CABLE-RAIL"5Y5TEM5 0 INSTALL A5 PER MANUFACTURER _ Iss" 5PECIFICATION5 0 `r N MLi p ON 419 _ _ - - - - _ - - - - - - - - - - - _ - - - - O N U z N — 30'-0• — — — — — — - I � w Q (0 0 [� POOL N R – - - - – - - - - - -- - - - NEW DECK AREA A5 APPLIED FOR Ll DO N — — — — — — — — — — I I'-2 I/2' = N � N O NEW DECK AREA T NLO U 4.- O ►- 3,A, A5 APPLIED FOR o DOWN 4" A5-BUILT AMENDMENT5: - TO DECK - ADD STEPS DOWN TO SIDE YARD DOWN - CON5TRUCTION OF OUTDOOR 5HOWER 26'-3• I--- z - -- tx, n DOWN 4" w _ TO DECK ��! A Q - ----- ----------------------------------------- ---- z xM N W OUTDOOR ^_ SHOWER ' J 4x4 POSTS w/ I x6 TV CEDAR SCREENING CD CDI 2xG ACQ BOX FRAME, 4'°• On AROUND POSTS, ON HOIJ5E WITH CURRENT ADDITION `L GRADE w/,4 xG DECKING ASSIIOWERBASE AND ALTERATION5 A5 APPLIED FOR U U - z � NEW BILCO FOR N BASEMENT ACCESS _ W m W i. Z O 6t * (� """ ~'I. :. ,..' .fit+-,�q ✓ y'- i #, t r'f � -r ". ]Y vC + I :", ,» "k '"' -r^,« �r_f J T, -•w..v, ry�E+f¢f r ,1 4� sy„- qro 'f 'TA,n9X yA h`Y„.Crt.'Vr �" ••""r..S.,• .h.« ',:a '£A" $ '"' .,eq '�"1aP M'' �`•�?, +ate,r9 •�. .q ' a+ ( p �" y ,, � ,�]y '' . Vit" O V hyd', v a F •. tom- +� I f ire Is, �. Y• i .: Fn m Lu ?s C i' FLOOR PLAN SCALE: i- .•O` „'�'' ✓f '� •�.. ,*, r� s t + ;f• 1. , �pF AUG 2 7 2020 2 0 1912 ��V� PAGE: �WESSINP�' I UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENT5 ISA VIOLATION OF 5EC, 7205 OF THE N,Y.S. EDUCATION LAW gEe E3LUM RE51DENCE Deck Pool for Existinoj Remodeled Residence 2" 1 — AR28 AR28 � 390 T-0° CWI U51 ILI 5 CW1 5 jCW1 5 CWI 5 306 L':w' 5 t pr r 9070 NI ` ,.'' ,eSa�'',M`w z C O O — ,4,dt .}'•? ,t %3,z :'„3y s .. >„%s,t".: .'z°i r ”, `' `* '' > Z N tu z. c. ,�,. 'e• 'i ,abs �, � �.ra'� �>:;�,:,:c. 'Ys„' „a'h,f.`.?�x, .':;.,','�,,;:;.r.:':'�...s.sPg, '� .„ W Q Z e w. �F ,r, 4s '-.. ..,,,,..: .-: •,,..;',tea' „. Z W FRONT ELEVATION SCALE: I 0 ” ,< 4 #� ,may, '" .�• , t Laii - ,�� N oO1.TO CODE CD N o � PLESION - — -- _ - -- — _ 'UPON COM ^�EE� �_n o � o BEFORE^W A °� z o - - HOUSE ADDITION REMODEL A5 d o U PER PLANS AND CURRENT PERMIT _. � � � � FwGl2o6a cwl cwl FwG6o6a NEW DECK t RAILINGS ♦ ♦ ♦ CONTINUOUSLY AROUND cw10 5 CWI 5 CWI 5 CWI 5 11 CWI 5 CWI 5 O 10. 1 < de W 't 1'yT, r{� 7.2 4. W 6.4 d ° ^ 1J Y,.,� ';„ aro-A>N•' p +,a, .: x'�p"`;�;iqt'"�r w*��r,„ :.ro' N IV \ ° ^ °d ea ° 6 ° a<tH � r•,:q; „'��" y�,,�, , �. � .'S.k 2,v;.-rs''y` .4?e "�,�.'� ° ° ^ ^d d .. • � �. � �.a Yen`.e�'�,'cyxy„9R:t£,m,,m:wi .�'4<�:'��,[ i. �,,�,t.^",., ,..,k> ,e*F�.. n a s- ,�� OUTLINE OF POOL WITHIN DECK 0.0 , f°y t•= a �"�"'�:+3zr✓/�&. .,,a,�q6' ":P irk r'�j'., �:iti;/: - Ki "f, ;E... <A,"E',z.,.":;'� bf'✓.:v/,e/'% t'"i^,'9 vR.i=„,`:�,.''..5?�,. i.9`.>w:} �xyP,,k'y,'<P,'.., /%�,V.'r .vM',s., '.,•r'at.., .',"'ii�`':�:,'n,�' �G'r. "�"'�o',"�' LYS ri ''v ,'Y'tr�A,*�'•"r<YA.$,.f' .a. ., '�. �'v��,'.-,<'��; Lu SDE ELEVATION 4"SCALE: z '- W z U U O Q U @ = O 0 U GREAT ROOM ADDITION — - 0z z I. = m W CANTILEVERED AREA FOR — - c� m EXPANDED BEDROOM \� 0 U ---_J C O1 LJLJ I } - - --- ---- -- T 3 3 Q I C) z NEW DECK FWGIoo s I z o cwl s cwl s Q .1 - -- OCT 22 2019 I D I EXISTING FLOOR 11T. 9.8 DECK/ TOP OF P L IL2j - -� d 8.5 ^°d d°e d 7.2 ° G.4 GRADE @ DECKd ° ° 6.4 ° ° d ° 5.7 OUTLINE OF POOL WITHIN DECK. 2.8 BOTTOM OF POOLYr i I � ..t . 0.0 '.... ��... RL ci^L ,S','t V.tlJ # %' � �' PAGE: SIDE ELEVATION SCALE: -L,, = I ,-o,, 4 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW m 4G"0 1/2" LU L 4"X 4" POSTS BOLTED n! LU 33'-5 1121, 12'-7" T RU TO FRAME WITH (o Oz N o 2- 6"X G" LAG BOLT5 Q (f) p ss� _ 2"X G" CAP RAIL CONTINUOUS z 9 AROUND DECK AREA v ti C BLES *TURNBUCKLE RAILING " El S STEM AROUND ENTIRE DECK AREA; w x 16" CABLES, USE "CABLE-RAIL" SYSTEMS U Q } 4'-0" - - - - - - - - - - - 'oso I STALL A5 PER MANUFACTURER Q cn C) CD 5F ECIFICATION5 30'-01 - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ NEW DECK AREA 4" xG DECKING - - - - - - - - - - - - - - - - - - - - - - - PROPOSED POOL un Z-1 - - - - - - - - - - - N � N - - - - - - - - - - - - D WN CD N - - - - - - - o - - - r—=----_--_----_--_—_--_--_—_--_— LINE Off EXISTING DECK EDGE_ N ------ -----� N O 00 N I - - - - - - 1 i'-2 I/2" N O U AREA OF EXISTING DECK TO BE REMOVED AND REBUILT DOWN 4" AS NEW STRUCTURE TO DECK O NEW DECK AREA 1 O 4" xG DECKING 1CL i - I — I- — U 0 26'-3" W C) Y - I — -DOWN 4" W — - -TO DECK Z ----------- ----- ----- - -- -- - - - I I U S HOUSE WITH CURRENT ADDITION AND ALTERATIONS TO REMAIN z � n/ N W m W Z o z } W z u NEW BILCO FOR C BASEMENT ACCESS z 0 0 U U L.L W Z W s _ o M U m W z v o U z z o Q z FLOOD PLAN SCALE: 1 '-0" co,, a '1 Vhw PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS ISA VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 4" MAX. 4" MAX. G"X G" POST ON 12" 50NCONCRETEFOOTINGO/00 QED 4�� DIA. MAXIMUM 20"X 20"X I'-0"d. &4" A. MAXIMUM (TYPICAL ALL FOOTINGS) 40-0 112" 33'-5 112" 12'-7" J 2x8 ACO D.J. O @ 16" C.C. - 2x8 ACQ D.J. a� = X @ IG" O.C. \ .\� 1 I'-5 I/2" NF71 0'_2" 2- 2'X /p ACQ —I 0. N Q 30'-0" (\J W O I 2t/.. I - N DECK/PORCH RAILING oI I _ - - _ _ - _ _ _ - _ _ I IL STAIR RAILING o o N OUTLINE OF POOL I 2x8 ACQ D.J. O - O @ I G cv �w I 112" SPACE o - _ - _ O.C. o I �, TO BE-CONSTRUCTED AS MINIMUM _ _ PER POOL COMPANY DESIGN, - - - x I ft- Q z - - - - DZTATLS, t SPECIFICATI9NS HANDRAILS -N w LINE Of EXISTING DECK ED_ _ _ Q Q _ _ - - _ - - - _ _ _ Ion STAIR TREAD m ° — — — — — — 1 1'-2 1/2" RIM BOARD T I 2x 10" ACQ LEDGER BOLTED '-0" TO HOUSE FRAME, TYPICAL BALUSTERS " F 17 - - ALL AREAS. FASTEN w/ 5" SCREWS @ STRINGER ' J 2x8 ALQ D.J. 1J I G" O.C.; HANG D.J. FROM LEDGER OPEN BALUSTER ATTACHED TO WALL @ I G'I O.C. (� I w/51MP50N LU28 CONNECTOR HANDRAIL CONNECTION Q m 8 ACQ D.J. O I o X.. o N I G" O.C. G"XI G" POST ON 12" D _ N I ^ — N ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH I " I 501y10TUBE W/ POURED CD OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS "'-5 /2" 1'-5" N 2x8 ACQ D.J. CONI CRETE FOOTING STRINGER TO DECK/PORCH CONNECTION N 20"IIx 20"x 1'-O"d. 5 � @ I G" ° C is) o o SHALL NOT BE LESS THAN 1 - 1/4" NOR MORE THAN 2" IN I I (TYPICAL ALL FOOTINGS) U-o" N z O CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL o �. �. PROVIDE AN EQUIVALENT GRIPPING SURFACE I I - o 0'-3 112" 1 1'-5 112" 5-5 112" + FLASHING TUCKED UNDER I _ TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW GIRDER/HEADER - EXISTING FOUNDATION WALLS CONNECTED TO BLDG.IA. LAG 13OLTS W1@ G"OC �10 2'_2" STRUCTURE TO REMAIN o O o POST/COLUMN ° 0 o U FLOOR FRAMING p 2x JOISTS FOOTING FLAME PLAN > w BLOCKING FOR JOIST HANGER SCALE: 4" = I '-0" z LAG BOLTS POST-TO-GIRDER/HEADER CONNECTION RIM JOIST/ B LOCATION USP NUMBER DESCRIPTION APPLICATION 4x4 SOLID COLUMN P5544/P135E44/ KC44 FOST CAP ANCHOR APPLY TO EACH COLUMN GxG SOLID COLUMN PBSGG/ PBSEGG/ KCGG POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION HOLLOW COLUMN 51MP50N 5TRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN • U DECK PORCH NOTES: n. I). Unle55 otherwise noted,all framing material to be#I ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or 5tainle55 steel. (� — z 2). Girders for deck Joi5t5 to be bolted or anchored to each post or per with washers and nuts. N Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. W c0 W U 3). Posts Supporting girders shall be anchored to a 12"x 12"x 12"thick concrete footing. z Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall HOUSE STRUCTURE be 4 ft. below grade. } A5 PER PLANS 4). Deck Joi5t5 to have blocking at 60 o.c.. W z WOOD JOIST 5). A minimum of 10 inch fla5hin shall be installed between the buildm and led er. •• z 2"X G" CAP RAIL CONTINUOUS Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts g O JOIST AROUND DECK AREA w/CABLES at I G"o.c. TURNBUCKLE RAILING SYSTEM BLOCKING G).Concrete piers shall be a minimum G"above grade. m z 4"X 4 POSTS BOLTED 7).All�oi5t5 to be supported with hangers and anchors. Each Joist shall also be anchored N O to girder(5). o THKU TO FRAME WITH 'LOOR HEIGHT N �'1 2-g"X G" LAG BOLTS GIRDER/HEADER WOOD GIRDER gPPROX. 4 X G' DECK BOARDS NAILING SCHEDULE 2"X 8" ACQ D.J. 16" O.C. JOINT DESCRIPTION NAIL NAIL NOTES PROV. H4 2"X 8" RIM BOARD QTY. SPACING LU 2"X 10" ACQ LEDGER BOLTED CONNECTOR CONTINUOUSLY AROUND J015T TO: 4-8d COMMON PER TOE Z — TO HOUSE FRAME WITH 5" SILL,TOP PLATE OR GIRDS JOIST NAIL BRIDGING SPLICED JOISTS OVER HEADER/GIRDER „LEDGERLOK SCREWS @ 1 6 Of.; 2- 2"X 10" ACQ GIRDER BTO RIRI JOIST 2-5a COMMON EACH TOE END NAIL = m NOTCH POSTS HANG D.J. FROM LEDGER WITH BOLTED THRU POST W/ BLOCKING EACH TO LU N SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND SIMP50N LU28 CONNECTOR FOR GIRDER TO JOIST 2-8d COMMON END NAIL = m USE WITH RT 1 0 TYDOWN ANCHORS (2) -z CARRIAGE BOLTS LOCATION USP NUMBS DESCRIPTION APPLICATION BLOCKING TO: EACH TOE 51MP50N ABU443 - I Gd COMMON SILL OR TOP PLATE BLOCK NAIL CLI JOIST TO GIRDER/HEADER RTI 0 TYDOWN ANCHOR CONNECT TO EACH JOIST CONNECTOR(TYP) G"X G" ACQ POSTS ON 1 2" LEDGER STRIP EACH FACE LLJ v y 50NOTUDE W/ POURED TO BEAM 3 - I Gd COMMON J015T NAIL CONCRETE FOOTING JOIST ON TO BEAM 3 -8d COMMON JOIST NPER AIL z 20 X 20 X 1 2 d. o (TYPICAL ALL FOOTINGS) BAND JOIST 3 - I Gd COMMON PER END } TO JOIST J015T NAIL U m + BAND JOIST LA 2 - I Gd COMMON PER TOE NAIL Q z cn SILL OR TOP PLATE FOOT z DECK SECTION CLIMATIC � GEOGRAPHIC DESIGN CRITERIA GIRDER GROUND WIND SEISMIC FR05T WINTER ICESHIELD 11i — 1 ii SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD SCALE: 4 - I -0 LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED HAZARDS POST MODERATE SLIGHT TO 45 LBS. 120 B SEVERE 3 IT. TO HEAVY MODERATE I I NONE G Q a " CONCRETE PIE a .a a 12"x 12"x 12" Q° , ° d°•'� Y ydrl p,' CONCRETE FOOTING DECK POST FTG. CONNECTION HEADER/GIRDER-TO-POST CONNECTION h 4 LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER `' ' ' _ t• PAGE: 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING \ (3) BEAMS PAUGG OR WEGG POST/BEAM ANCHOR APPLY TO EACH PIER 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING u��Q • �, ` . UNAUTMORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC, 7209 OF THE N.Y.5. EDUCATION LAW Addition and Interior Remodel to Existing Re5ldence r ,. w,...,7 . COMPLY WITH ALL TOWN CODES �u NEW YORK STS OF A IONS OF AS REQUIRED --� w r aslw Zak LEES I_t P: THE �' OT01o�JTRUS , ` Y S DEC O w 2:: FO E v.. Q O LLJ AR28 d8E u. l�kk{�1{ krr)":,^TFLil..JiIJ 1:"tJST FRt., �A r.P; � w Ln Z i�e_I_ CG.: f,!_'.. t:'r_rT THE �° - IAWrUL _ �� ;-�'� C�i=Tk-4E CGDE"Gig PJEW ��x� �� `U z tu ---- - vGR!� NATE=.. P?^ RESt u-,: FGR t n Rr-�-pp -�- rr !! ., LU - �� UCT{GJ PRO)RS• . I I i_I i V� � is � g U Q > -- of Occupp-Acy o o A21 CWI 5 CWI 5 CWI 5 CWI 5 1�01"11 5 306 W15CWI 5 - 9070 .:rte... ,.. .,. .4;'.�Y,' �;✓ �,y. 4 N lit s$-, ✓v ! 0 FRONT ELEVATION �ii - ? : SCALE: - I -0 - %?f,,.,,�,i�r;: s � .:#.,sr. ✓� 's ;�y'� r. ;' wazt::;:';+*,.,' ;"�S.` 5.:+...:i S W � w— O � F— s, �q.,;^..nx'.F :°:. �1 �' :# xvtG.azb� +.�nr.,w" �"9"+Y�"~s , �''� xx5..,.),:/J,ksu' .�. s�, •�$� >�»y 4 : —j we: 'n a" ' ^^,�,p - Ate' �p�„, •,' R�•+g ,. g :; k r,' `�a` P L' - _ W •�. M- ate, .d�c""fir- �xcr� ,ns;y..i&p".r .�"'��.+,;$-a�,� r�rH�°, ` +fie 'r �'��. �s asree��* a' -,� �}' O 0 L All exterior 11ghting r O Installed,replaced of TfrjSS PIACARCING RE.Q111F Q W repaired shall conl'o: z to Chapter 1'72 of the Town Code RETAIN STORM WATER RUNOFF _ PURSUANT TO CHAPTER 236 -- — -- OF THE TOWN CODE. — — - "L(..`..; ' t CERTIFICATION AD CONTENT BEFORE ��;�.....- ��` �m,!!"n I-` Tr'1=1CA TE OF OCCUPANCY w I,AR2 --- - - ---- - - -- -- - — - -- - - OL' USED IN WATER "' NEW FLOOR AREA TO BE S+J,^'PL�'SYSTEM CANNOT CANTILEVERED OVER F�c15TING o Must provide Manuals ct� EXCEED 2/10 OF 1/LEAD. O _ AREA OF - REAOADDITION� UNDER EXI155TING ROOFLI�NE , D JandSasper — NYS Energy Code w W L FWG120G8- - _- FWG120G8- CWI CWI FWG6068 } ♦ �► ♦ ♦ 1♦ CWI 5 PLUMBING dowerdoo .• z ALL PLUMBING WASTE and duCtt'+�tork. � w &WATER LIMES i!rcQ testing;required. TESTE'':G BirFGRE CGVERu.G Q N 0 < W � m W " � ..t. - '", - m i U yam' rz ;4 +f..•a tl' t 9.j r� �i ',,,`,,ter �::`�ri�:i:�✓ 777777777 " s!m k t u d: iy'try "✓ ✓ WAT E R SIDE ELEVATION - i1YY%.` �#;:,�..'i°c.r ..n �5 ..'�..,,',^f `�• �.�, r':+HN,ta+�''� �' Z �, ,. 'ate'.F^t 3 +!..� �`� 9��'. ` ' ., .C+•. T � �, e„^. s SCALE: 4” = I ,-o,, ,,, z ';- : u ' y :,E ��, 'i�'�e" „1�•' •dr"' ;'r;�.`,r'''s,:,. s ,.� ,�� ,sfip � f I f•---. v z � #. ., n 7) df. 5_;, AV ` , A. ^r.Y.'.`'''yvy� iK:,Y�u +s'-J°A`d w~. '^".yr r Y�;Xxs".;''..w -^!•.i;.�,"9: :'X A..'a<..J. u1`,: �y^ ..,q..R- y„�`i'P yY,: ,a!'"^-.:,f?Y:.J'�%Y-`1p,M✓'k::iy,•in OF N rz. r % a' a�; O G �SSIO)NA� E3LUM RE51DENCE Al v V PAGE: I UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y-9. EDUCATION LAW INSTRUCTION NEW DORMER ON - -- EXISTING ROOF LINE Z p 0 wLuLu GREAT ROOM ADDITION Q O ADDITION TO GARAGE J N Lu Q Ln Z CANTILEVERED AREA FOR EXPANDED BEDROOMLLJ— I z Q� J W C m rwc I o0 5 I CWI 5 CWI 5 1 I I 10. 1 EXISTING FLOOR HT. 10.1 I 8.5 7.2 6.4 6.4 5.7 E N N L N co C O 0.0 c z O 51DE ELEVATION 14— ° o SCALE: 4" J lU �3 Q OW o0 Q R/ NEW CONSTRUCTION �W— Z Lu - m O " — Cz W -- - W y Q — � 3 z LLJ c � u c 6 Q c WO N Cl, 145 C, 145 C 145 C 145 = O U W z (n 6 m Lu Q N — Luo U U m U Y GARAGE SIDE ELEVATION o o z U O SCALE: 4" = I -0" U Z z T) Q z C OFN�� * t3Es J 04 t O �O Z 7 PAGE: 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW WINDOW AND DOOR SCHEDULE SYMBOL MODEL NO. WINDOW TYPE QUANTITY SPECIAL NOTES W1 CW 1 45 CASEMENT 1 4 EGRESS W2 AR28 I AWNING 2 IN SHED DORMER W3 CW 1 3 CASEMENT 2 W4 A21 AWNING I W5 AR2 1 AWNING I WITHIN GABLE END DI 3068 HINGED ENTRY I MANUFACTURER t STYLE T.B.D. D2 FWG 1 2068-4 FRENCH WD. GLIDER 2 D3 FWGGOG8 FRENCH WD. GLIDER I D4 FWG I OOG8-4 FRENCH WD. GLIDER I D5 9070 OVERHEAD GARAGE I MANUFACTURER STYLE T.B.D. ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLESS OTHERWISE SPECIFIED 0 LU0 WINDOWS t DOORS TO BE BLACK EXTERIOR, BLACK INTERIOR UNLESS OTHERWISE REQUESTED BY HOMEOWNER. PROVIDE CLASSIC SERIES LOCKS, HARDWARE AND HAND LIFTS IN BLACK FINISH. FULL EXTERIOR SCREENS Q � N SIMULATED DIVIDED LIGHT GRILLES AS SHOWN ON ELEVATIONS- BETWEEN THE GLA55 ONLY CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B z COEFFICIENT 1 .0 WITH 130 mph BASIC WIND SPEED. AS PER TABLE R 301 .2 (2) NEW YORK STATE BUILDING CODE. Q IW- C) U o m WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR 5PAN5 UP TO 0-0" SHALL BE 2 1/2 - # 8 WOOD SCREWS AT I G" O/C, FASTENERS FOR SPANS UP TO 8'-0"SHALL BE 2 112"- #8 AT 12" O/C. TABLE 30 1 .2.1 .2 SECTION B ALTERNATIVE FOR OPENING PROTECTION _..........................,........_ ....._.__..._..._.,.............. _.... .-.... . _.. . ..................... WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1 G"AND MAXIMUM PANEL SPAN OF 6-0" SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS, PANELS G2'-3° SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED, E N _-_.__ .,___..... ..................................__.__-_-_-.�.....__..__..-..._..._. (REFERTO SECTION 1 609.1 .4 AND I GO9.G.5 AND TABLE I GC79.1. F)........,.a„..,.a.......,,,,M I ...................................... CD G-0 z" 20' 1” N €.,. SfiRtt�GER� L p TO GRADE TABLE 1609. 1 .4 D2 z O WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS O bove N -U&- CD 14- FASTENER SPACING(INCHES) W I +- NO O U PANEL SPAN < 212'-0" < PANEL 4'-0"< PANEL G'-0" < PANEL 51`cTION I SECTION -�� FASTENER TYPE 0" SPAN < 4'-0" SPAN < 6'-0" SPAN <8'-0" WALL LEGEND: C ITC NEW 2x8 CJ @ I G" OC C IV 10'-0" ABO E FLOOR 2 1/2' #G WOOD SCREWS I G I G 12 9 ------ AREAS TO BE REMOVED 2 112" #8 WOOD SCREWS1 G !G IG 12 EXISTING STUD FRAME WALLS/PARTITIONS I - TO REMAIN A5 IS PATCH ANY SURFACE SECTION SECTION SECTION _._..._...-..,..-•............................................ ....................... _......--.. .......,....... ._..._........_._.....,,.,.......,......._`--•---.......,............__._.__.:.-_-.---____.___..___..-_-.._ LU MATERIAL IF AFFECTED BY CONSTRUCTION A D E D4 A.TH15TABLE 15 BASEL) ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF N PITCH O HEIGHT OF 33'-O"OR LE55 STRINGERS B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL.` EXISTING STUD FRAME EXTERIOR WALLS TO zG'-3" TO GRADE o Z _._ ............. REMAIN; PROVIDE I" CLOSED CELL$ R-I I BATT CIZI NEW GRE 00 C, WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO.THEY SHALL BE �T ROOM - - — ATTACHED UTILIZING VIBRATION' RESISTANT,ANCHORS HAVING A MINIMUM WITHDRAWt ALL _ - rm�u - INSULATION WITHIN EXISTING FRAMING �1" DRYWALL TO INTERIOR 51DE OF WALL. HARDIE LAP SIDING _ — 3' I 0 I/2" G' 10" T 5 I/2" 5'S" 2'8" . -� D3 7'-4"' PLATE HEIGHT CAPACITY OF 490 LBS. W --- W3 — TRtId�EP5 — q__� 4'-9" 5'-G" 4'-8 v - TO GRADE T-I I I/2" Q NEW CONSTRUCTION — - - -----------_ -------------- W __ ------- -- ------ - -------------- -_1__ -------- -----� -- -------_-- T ---------------------------------- LINE OF E,'XI5TING 1 1 N LAV. I D2 2"X 4" STUD FRAME EXTERIOR WALLS T r r 2068 I i Z ----------- --------- - EXTERIOR WALL FRAMED @ I G" ON CENTER. I" CLOSED CELL _ M BUILT-IN STORAGE I T SPRAY FOAM INSULATION R-I I BATT,2" 3- 118" LVL HEADER I I D I OVER STAIR; PITCH = i I = 6 �C� �$£�iCh{'C1C Sc�fttolei'e 1/E'.t"5[O?# �E.6. v I v O�F NEW C @ I G OC / PLYWOOD SHEATHING ON EXTERIOR, HOUSE WRAP z FLUSH TO CJ; HANG O 1 FLOOR AS NEEDED S9 I L l i 0'-O' AB E FLOOR wl N FOR HEAD ROOM 9 '.ri1C� #� SIDING TO BE HARDIE LAP OR SELECTED ALL JOISTS NOTCH k Oi OWCompliance ti�o�FL �'"rr BY OWNER; -L GYPSUM BOARD ON INTERIOR SIDE EXISTING RR i I I I N 2"x4" STUD FRAME WALL COMMON TO GARAGE; PROVIDE R-1 5 INSULATION WITHIN $-5" FIRE EXISTING (MASTER �T m M�5TER BATH N U i o00 \/ N O �O Gcti wl Project r ►l�r�i R s dente - I OO - �� o RATED DRYWALL ON EACH 51DE OF FRAMING Lc� EXPAN DED I I N 0 O � I /\ O oz % \CEILING CHANGE N W z ea so FT. j I O a l9 O ��_ 8'CEILIN o D_ Cne�}yCade: 2015 CE�CC 1 - I 3.0. _ O - O Location: Southold,New York 2"X 4" INTERIOR STUD PARTITION, zo.o%uGnT I 2468 i " -' I I EXPANDED \ / BUILT-IN BENCH m - �n 15%VENT I L U- - _ Canstr�actizrnType. Sin e-faimi 'C�CC� I W POCKET - I SEAT; LIFT UP TOP - _ ' w/ I LAYER-L GYPSUM BOARD ON EACH I o w I KITCHEN ProlectType: Addition U (� t\ C9smate Zone: 9 115572 t{l3p} W 1 - --- I -' > I --> > FOR STORAGE o SIDE; USE MOISTURE/MOLD RESISTANT I L_ 1 � v O I O v Fefent€7ate: BOARD IN LAUNDRY BATH AREAS USE - -- m 2- 9�" LVL HEADER In C 1!�� — x < 2 x < MUDROOM ENTRY - merniet�iurrslser. CEMENT BOARD ON ALL AREAS TO RECEIVE TILE �\\ j 7-G' LAUNDRYSTACKED 0 z qI o iFLUSH TO EXISTING CJ C1 = POST wl �/ d2D„ienn ttoar3 Lhsyie Design Consutti _2668 CLO w ConstroctonSste: L7arrte rlAgrrrt: designctPCtrrtractor. „ ------- 16" \\ 2 6 _ AINEN B z w Z OO OO Z W Co. r • ALL WINDOWS TO RECEIVE 2- 2 x 8 HEADERS ABOVE SET �' LINEN L c\�\\ T D WN TO 2868-PROVIDE 45 MINUTE C LU o arat3so4d,NY scuthotd,r;r WITH 4" MULLION BETWEEN ANY PAIR. NEW EXTERIOR TF S'0° _ p n FIRE RATED DOOR WITH c o. I i - SHELVING --U SLB SELF CLOSING HINGES ! SSD 3 DOORS TO HAVE 2- 2 x 8 HEADERS UNLESS I 2668 206 3 6 �--2868 266 - - CBulNGGCtfiANG� - v TING CLOSET L --- -- ----- -- ---- -- - fNGflT------ DOOR SWEEP z EIGHTS TO EXISTING BASEMENT ACCESS (( OTHERWISE NOTED; MATCH HEADER H NEW BILCO FOR ,,..,r; c: ;;;,,.::n g<,i::.,. „4`;°:; :„[4'ir, '•;C'.>`, VINYL PANS II _ ; '. ;; 4 FOR ALL NEW FIRST FLOOR WINDOWS. __- _________� _ - ---__-J O .,. d,.'�eei��«,i�r��.n k�.a'” '�'::+«iii✓..v'. ,;.,w.:y?.' esr>;.s;:;c' .:i. .:�.....�<.,�:.:;:Ae;r.' .._,,,.,,,.,v..:.;i'> l:'e:"..�°.3»'Z:. _ Z L J cwnpi'iarxa: z.tr�e rThontmde m�- mc+a: 3s6 rcwLia: say Hsxarrwm5HOC: 0.40 YoorS4OC:L0.27 - --- - - fl------ c.o. �� UNDE WASHER; HARD Q u� p / / 6 lL! J PROVIDE ED ELL i &9e'2•;ar�Yro+se"rinsCa�etroten�aa[� t7,astbr•-yNa,xc,tRsFmuze+c6xa�maudet'xla. vuhe. m J� d5'D. HALL PIPED VENT FOR DRYER TO - I �t ram E�wn�N�re ;�� t� or cur� to aMfr�y„.rr-CWehti•� NEW INTERIOR TRIMMED OPEN AND DOORS TO HAVE SPRAY F M I U ON �_ 2- 2x8" HEADERS ABOVE. OPENING DIMENSIONS AS NOTED G"1 _ 9 EXTERIOR O 4268 s6ding door on O R-I I T HI ALL / Q 1 EnvetQDe Assemblies 2GG8 /i r� 26 468 1-- industrial track 1- COMMO ARA E ARE / • R-21 INSULATION WITHIN _ I U I LAYER ED L v o 777777777-77. 7-- _77ALL EXISTING CEILING AREAS I"x PINE INSIDE DOOR03 PROVIDE A MINIMUM OF j _ c.o, NCL�g\E =s� EXISTING BEDROOM I C MATCH CA51NGSITHRU OUTN/FAINT TO ON EAC D wed' c s.o I I I 0 Z Z EXISTING BEDROOM - / N Floor lrAl,-vl"avdJaistJrss:C?verUncarsirt;az+eet Spate 2,552 250 ` ©, i9.i338 63 MASTER BATHROOM NOTES: I _� � UPDATED w w E HAuST FAN Miall 1;Woad Frame,19-a,c, T,7�1 T�.b 0:4 0.062 7! • VANITY WITH MARBLE TOP; WALL UPDATED ��v I HANG� D w/ oz So�r. JUCTIO, ENTRY u'S u'S � z I / W 2G TOO SIDE N SHFLE VE, 23.5%LIGHWindow 1:VinylrFibetcilass Frame:�utate Parte w Ncvr-E 115 0.34NU 53 MOUNTED MIRROR ABOVE. 9G S0 rT TYPICA E ALL I _ _ SHGC:U-29 24.4%LIGHT 22%VENT I I F U • CUSTOM SHOWER WITH VINYL PAN. _ 22.9%VENT CLOSE CATIONS J i a E ISTI GLI ING ROOM q I Door 1: Glass iT$ O. $ O w2 O R MO ELED (n °' 5HG£:t4.26 TILEIMARBLE SURROUND TO BE DETERMINED. m °' -BATH DI y Ceiling1-F3aTCE0:ng 3TSctstnrTrLms 457 35,14 4.4 0,032 15 ALL WALL SURFACES TO RECEIVE CEMENT N (2)ab e W l l - Ceiling 2:Fiat Cc1rg or 5cisscrTmss 1,301 21.14 0,0 D,04: 56 BOARD PRIOR TO TILE/MARBLE INSTALL. � I I NEW DO K LOCATION ( ° � CLOSET I I TING GARAGE T IOR U Compliance Statantant: The proposed bLi0ding design desrribed here is cnnsistert wl!h 6,e,buibl'ng plans,specificaton%,and other • RAIN HEAD SHOWER HEAD I N ADDITION 2GG8 I LTO BE REM E ; TOP " calculatibns sub ml'ted wth the permit app#catork.The pno"sed ho,ld;n;2 fias been designed to meet the 2D IS IECC requlrarnents in TO WALL MOUNTS. � 1 W r Y RE'5check kerion 4.6.5 and to comply with the mandatory requ%raments listen!it the RES07ock inspection Chec&i�t v I 1 � P ES TO REMAI I TALL C) 0 • PROVIDE FRAMELESS, TEMPERED GLASS I j ; m cov red alcove N 2- I I g" LVL R b 3 I'-I O'- I 0^ porch z r�ame.Ta:e 5sgra ure ea e ENCLOSURE AND SHOWER DOOR. EGRes W I W I W I D CTLY UNDER T Q o • TILE FLOOR ON MUD OVER 5UBFLOOR. 4'-3 112" Z-8 112" 9'-1 112" 2'-8 112" 2'-8 112" 5'-5" 21-101. 3'-2" 9" 2'-8 112" 4'-3" U z • FREE STANDING TUB � FLOOR MOUNTED � � � � � 1 � � 77 Q � FIXTURES TO BE SELECTED. G,4„ NEW 2- 74 LVL HEADER LINE OF RAFTER/ z DIRECTLY UNDER PLATE IN • PRIVACY KNEE WALL ALONG TOILET TO PLACE OF EXTERIOR WALL CJ INTERSECTION SECTION SECTION SECTION BE 36"TALL w/ MARBLE CAP. A D E BEING REMOVED D5 Project Title:R[um Residence Report date_ 05116119 Data Penarne.Untitled_rr_k Page 1 of 9 5 PJ E OF ^ MES J,0 SECTION 2 '1` y �O B ' FLOOR PLANCi 0:2 °� � -� SCALE: 4" = I '-0" SSI0 L E T PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 1.5 A VIOLATION OF SffC, 7209 OF THE N.Y.5. EDUCATION LAW 4"P ROOF ROOF 4 ATTIC KITCH N BAH ILAUNDRY BATH 2 BATH 3 RELO ATEDNE I RE' LOCATED I RELO ATED i i NSW I I II 11 1/2 01 1/2 �I 1/4 �I 1/2 *1 1/2 1 1/2 t I/4 I 1/4 11/4 11/4 $11/2 611/4 I I I I INK LAV of o I 1 01 0 Ir— w ?� b 1 SHdWER I° z O 0 I I iL Q in z FIRST FLOOR 1 - 23 2 2 C.0.11 4 2 3 I I/4 I I/4 1 114 SECTION Z _ TO NEW SUFFOLK COUNTY DEPT.OF 5E T LINE. B Q APPP.OVED SEPTIC LINE. 4"C.I.F10USE CD SLOPE" 1/4" PER FOOT PITCH TO DRAIN TRAP -1777.17,'7-7777717711 BASEMENT I ( I I I 5ECTION I I I SE C ONI N PLUMBING R15ER DIAGRAM N PITCH NEW 2x8 C @ I G" OC c� NOT TO SCALE 10'-O" ABO E FLOOR I L w2 1 I Ln O !� � oII N z p CIZ/ 2x8 RK @ 11 G" OC SECTION SECTION SECTION z I t A D E PITCH o EXISTING 2'-0" OVERHANG I o I I `t TO REMAIN; NEW WALL OF z N I 1 MASTER TO BE BUILT WITHIN I I i NEW GRE�T ROOM I I f - - -LfbtlfiS HF-EXt�T1NG�00f ROOF NOTE: 2x8 RR I 7'-4" PLATE HEIGHT — . — . — . — . — . @ " OC = I I I GAF 30 year architectural asphalt -- ------------ -- ------ - -_----- ----- � - -- -- _ -- --____-- _ __-- --- ------------------------------------- _ roof shingle over entl e roof area. J 'r 7- Tr----- - ------ - -- -- - --- - ---- -- - ---- --- New areas to receiver1 5# feltoverlLJ LINE OF EXISTING 1 1 1 I I I EXTERIOR WALL z /, ' I g" CDX Plywood sheathing with Ice 0 — c O 3- 9�"LVL HEADER I '— = I I = �� T I ` $ Weather Shield at all perimeters 2 I I v C� (' NEW 2x8 C@ I G" OC z ABOVE CJ IN ATTIC O I LU I I ��G� 1 I and valleys. O U-j z i I I � B L 10-0 ABO E FLOOR _ Qry Lb i Q o i i OT\<<I I RUNOFF NOTE: ~ ry — /� PITCH I C) 0 LU �i 1 � °C O /i I I LINE OP CEILING BREAK I Gutters continuously around; O 44 1 o z I I � Leader locations ons as per Q i EXISTING MASTER i 1I ,\ i c� i I %� W U I I OL u X I I p '' FILING I GE Installer - all headers drain to Z c9 EXPANDED o O W I I �i O z I I o I I o �,_ 4 0 PVC pipe to new drywells. — Z z - 0 I - 0 w ; �w i i �w \\ I NEW ROOF RUNOFF CALCULATIONS: LU _ ®�® w (-) 0 i I (-) 0 853 x . I G7 .x 7.5 = I OG8 gallons of runoff - STUFRAM 00 Q 112- �" LVL HEADER co Q C\ RIDG x - I (FLUSH TO EXISTING CJ N = @ (1 ) I -0 x 8-0 0 capacity = 300 gallons / � o I o 4��1'05TI OG8/ 300 = 3.5 ' li FULL L hGTH OF HORSE z i I z I Runoff Contaunment Regulres: i u i n -- ------ I I i (1 ) 4-0 deep x 8-0 0 ring ---- ---� (provides- 1200 total capacity) LU CL Ln ------------J L---- -------JI `�`� U n ----------------- -------- `� p m (` (n � i Q ------ ---- z � L--- Z I -, — O z LU Q U � Q 1 0 12 1 � Ow O� w LU �I J O w i i = 32 =I1 WCIZI LINE O RAFTER INTERSECTION N u I o 1 / 1V I i i IL/ i Uvp LU � 0 z O z LU LU roW0 � z tJ I I � - D = w xN_ w 0 z w cf W z — O W O F i --_j O F SH � Q C w I I z EXISTING GARAGE EXTERIOR C IM o I =4 12 Ln_ WALL TO BE REMOVED; TOP cX PLATES TO REMAIN * INSTALL (� C111 ; � _ NEW 2- I i 8" LVL HEADER 1 ( z -- DIRECTLY UNDER PLATE / W -- -- -- -- -- --- - - ------------------------- {� z mm ALL EXISTING RR TO REMAIN NEW 2- 74" LVL HEADER LINE OF RAFTER/ ►L► " r- CUT BACK RAFTER TAILS DIRECTLY UNDER PLATE IN TO A 12" OVERHANG PLACE OF EXTERIOR WALL CJ INTERSECTION c° SECTION SECTION SECTION BEING REMOVED A D E CL/ - - o _. o z v o U z z o SECTION Q (' B z K00F fKAME PLAN SCALE: 4" = I '-0" �0F NEW eR,r O DE ,Q �o 07202 b� FESS\0' PAGE: 4 UNAUTNORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 13 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW C) m Lu 0 Lu ~ N p Q � N IL Q n Z LuZ SECTBI ON U Q > C)I N -� m 2O'-I" PROVIDE 51MP50N PHD5 HOLDDOWN (TYP. 2) ANCHORS AT ALL CORNERS p :o, THROUGHOUT 5ECTION C I SECTION C NEW CRAWL SPACE I E N 4" POURED CONCRETE ( " DIAMETER ANCHOR BOLTS N SLAB ON COMPACTED w/7" MIN. DEPTH @ 48" O.C. p OUTLINE OF FLOOR AREA FILL m 3- S-2'" LVL DRO PED GIR ER I m w/ MIN. 3"x3"x8'WASHER @PLATE N O O ABOVE; JOIST TO BE R-25 INSULATION I j I O WITHIN CEILING (— CANTILEVERED OVER FOUNDATION SECTION secrloN secrloN .•o U 3 2 DIAMETER STEEL b: O PROVIDE SOLID BLOCKING, R-25 A D E NEW-a" PLYWOOD 5UBFL0 R I I O LALLY COLUMN BURIED IN p INSULATION 4" PLYWOOD UNDER OVER NEW JOISTS. ALIG N 24"X 24"X 12" POURED I O FLOOR HEIGHTS THRU-OU I - CONCRETE FOOTING, TYP. NLu o U 26.3„ ENTIRE FIR5T FLOOR ARE I z I 'Tn n PROV. EPDXIED STEEL REBAR c.0 VENT CRAWL SPACE I HORIZONTAL INTO EXISTING FOUNDATION cso AS PER CODE WALL t- NEW FOUNDATION AREAS 4�7------- N �00 I BREAKTHRU EXISTING IS IN P. TAIRS FOUNDATION WALL LEGEND: FOUNDATION WALL FOR EM INI G JNMER p L _J L -1 L •_ ? ACCESS BETWEEN AREA5 0 O zNEW CPj\WL 5FaCff EXISTING 8" POURED CONCRETE z w Q O � UPt . __� a- RE WALL w/ FOOTING TO REMAIN 0 W w O z — v O Q ,L v N _____ AREAS TO BE REMOVED F— R// O O Q EXISTING WALL TO co O 0 U L U BE REMOVED FROM cv NEW CONSTRUCTION — u� U UJ I � O � 0 SLAB, UP � - a�LLJ W Z _0 � z I co p v z - - 8" POURED CONCRETE FOUNDATION Ln - ( U)w N 0 O NEW CRAWL SPACE �. WALL WITH 1'-4""X 8" FOOTING z cn n Lu @� oz w BASEMENT — 3'-0" BELOW GRADE , MINIMUM w EXISTING TO REMAIN ( z Lu _ — (5" POURED CONCRETE FOUDATION FOOTING, IDEPTH TO ALIGN w/ EXISTING PROVIDE MINIMUM R-25 I — — BASEMENT FOOTINGS EXISTING DROPPED GIRDER INSULATION THRU ALL AREAS NEW 8 CONCRETE BLOCK AND COLUMNS TO REMAIN CURB WALL; DRILL REBAR 0-0" _ : THRU EXISTING SLAB FOUNDATION NOTES: FILL CELLS W z PROV. EPDXIED #4 STEEL DOUBLE JOISTS UNDER ALL PARTITIONS u� o REBAR VERT. INTO ABUTTING RUNNING PARALLEL cz w w EXISTING WALLS • PROVIDE BRIDGING THROUGHOUT ENTIRE 068 z D O = I I p z FLOOR SYSTEM, 8'-0" o.c. 0 UP w Q 2x4 STUD FRAME PARTITION ~ w w w Q • Z"T$G PLYWOOD SHEATHING ABOVE TO w TO SUPPORT NEW WA5TE �? z _ w BE GLUED and SCREWED pL m u °L LINE LOCATION z 0 �_ n v °Q_/ W • 4" POURED CONCRETE SLAB ON COMPACT ' ZD - u III � o FILL R-21 INSULATION WITHIN CEILING OF ALL 3 TYPE "C" BILCO 00 00 NEW SPACES; VERIFY INSULATION IN EXISTING z BASEMENT ENTRANCE I-� GARAGE BASEMENT (S) W 2- 74" LVL PLU5H HEADER N w aU N r 6"-4" 7REMOVE EXISTING FOUNDATION ° o AREA OF UTILITIES APPROX. LOCATION OF TO REMAIN WALL IN TH15 SECTION ON EITHER m NEW CAST IRON TRAP SIDE OF DOOR TO ALLOW __ FOR EXTENDED GARAGE AREA; --------------------r EXISTING WALL/ FOOTING UNDER LLJ � EXISTING FJ WITHIN PROVI E AC SHEATHING, I SLAB TO REMAIN ALCOVE TO BE REMOVED; PlUDBEK MEMBRANE, FLASHING NEW 4" POURED CONCRETE SLAB — - PROVIDE NEW 74" LVL I'-0" U SURROUNDING WALLS IN EXTENDED AREA; POUR SURFACE W = m JOISTS, RIP D WN TO G"ASND AND O ER RUBBER. FINISH w/ LOWER FOUNDATION WALL COAT OVER ENTIRE AREA OF GARAGE BLUES ONE SLAB TOP HEIGHT AT DOOR OPENING I u m SECTION TAPER @ 4" P R FOOT. o o_ `9 A SIT ON EXI5TI G SILL m ;6- . o Lu o 275112 Q z 3'-0" POURED CONCRETE a SECTIOU6ECTIOPI D E APRON @ GARAGE DOOR Uz Z ° Q Z SECTION B FOUNDATION FRAME PLAN SCALE: 4" = I ,-o,, OF NFA *C-) 10 lJ �ti� •"�l. i• T m N411 02 SS N ° PAGE: 5 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW �Nc 2x8 R CID BOLT ALL AREAS TO RK w/ NEW 2x4 5 U FRAME -- WALL TO RIDGE ABOVE OC 2-2" CB TYPICAL I G" O.C. NEW 3- 118" LVL HEADER CENTER BEARING WALL, WITHIN ATTIC. HANG EFULL LENGTH OF HOUSE EXISTING CJ TO HDR. z Lu � o Lu -- LXI-1 ?xG UJ � Z _ I OUTLINE OF EXISTING EXTERIOR WALL TO BE z HEADER OVER SLIDER IN I REMOVED; NEW WALL TO BE LOCATED UNDER EXISTING MASTER TO BE 2- 74"LVL I RAFTERS ON CANTILEVERED z_ RIPPED DOWN TO GZ" N i i JOISTS wLu PROV. C520 STRAPPING i EXPANDED MASTER HALL EXISTING BEDROOM U Q > I C C) ID 2x4 STUD FRAME WALL @ i NEW CONSTRUCTION I G" O.C. w/ I" CLOSED CELL SPRAY FOAM INSULATION, R-I I I ALIGN BATT * '2" CDX PLYWD. SHEATHING I I w/ HOUSE WRAP $ NEW HARDIE " PLYWOOD SUBFLOOR LAP SIDING NEW 2x8 FJ 515TERED TO EXISTING 2x8 FJ @ I G" OC K-25 EXISTING CANTILEVERED PROVIDE SOLID BLOCKING, R-25 NEW 2- 14" LVL RIDGE 4 UNDER BASEMENT EXISTING STRUCTURE - POST RIDGE WHE E FOUNDATION WALLS, FOOTINGS, SHOWN IN PLAN SLAB, GIRDER, COLUMNS TO REMAIN O �� \\ 2 R I OC N 12 @, �6 (O� BOLT ALL AREAS T RR � � � cel 4� ��\��\NG wl 2-J'LC 6 OC x8 CJ/CT o LINE F C ILIN 16" C I� 11 �� 11 II II II II II II II II II II �_ o o NEW 2x8 CJ @ I G" OC --------__________� II II it II II II II II II II z o LINE OF WALL PLATE o L I I EXISTING GARAGE EXTERIOR 14- L4- 9'-0"X 7-0"DOOR w/ I I SII 2- 9z' LVL HEADER ABOVE i i WALL TO BE REMOVED; TOP OUTLINE OF RAFTERS, -moi o cn c� PLATES TO REMAIN * INSTALL WALL� CEILING b "All CS20 STRAPPING I I 8 MUDROOM DINING GREAT BEAMSEXTERO BE REMOVED BUILDING SECTION A i I I NEW I IZ" LVL HEADER i o DIRECTLY UNDER PLATEo ENTRY AREA � ROOM OR CUT BACK TO ACCOMMODATE NEW AREA I I � SCALEill" = 1 '-O" 2"X 6" ACQ SILL PLATE�� I I OVER TERMITE SHIELD OVER SILL SEAL II I I I J W NEW 8" CONCRETE BLOCK " PLYWOOD 5U13FLOOR CURB WALL; DRILL REBAR ALIGN TO EXISTING 0 THRU EXISTING SLAB FILL CELLS NEW 2x8 FJ @'1p, OC R-25 O_ Lu 3- 9-L" LVL ~_ EXISTING SLAB TO REMAIN DROPPED GIRDER O Q � EXISTING CONCRETE LLJ FOUNDATION WALLS z STAIR TO REMAIN — 3 2" DIAMETER STEEL LALLY COLUMN BURIED IN 24"X 24"X 12" POURED BUILDING SECTION IIRII CONCRETE FOOTING, TYP. SCALE: 4" W m r` O NEW 2- 14" LVL RIDGE • BOLT ALL AREAS TO ARCHITECTURAL ASPHALT LLJ RK w/ 2--f'" C.B. 12 ROOFING WITH 15# FELT Q } G OVER 8' CDX PLYWOOD 3 WITH ICE *WEATHER 5HEILD 2" CLOSED CELL SPRAY FOA z @ PERIMETERS VALLEYS INSULATION OVER VENTED NF BAFFLES BETWEEN RAFTERS - x x'28 W uu WITH R-21 BATT - �R @ 5"+/ 51MP50N H7 CONNECTOR OC I x(5 AZEK FASCIA, CENTER 2- 2x8 HEADERS OVER ALL BEADED VENTED VINYL NEW WINDOWS; C520 STRAPPING 50f FIT; ADJUST OVER HANG DIMENSION ACCORDINGLY TO -- --- -- ALIGN FASCIA HEIGHTS NEW 2x4 STUD FRAME EXTERIOR D W WALL @ 16" O.C. w/ I" CLOSED CELL NEW GREAT ROOM 2- 92"LVL HEADER ABOVE z SPRAY FOAM INSULATION, R-I I BATT, -1 - GREAT ROOM SLIDERS (� 5' CDX PLYWOOD SHEATHING, HOUSE 6 m ~ WRAP * SIDING AS SELECTED W C) N O m 2"X G" ACQ SILL PLATEu OVER TERMITE SHIELD cz . m W N OVER SILL SEAL; o } PROVIDE SIMPSON C520 3 W/ LPT4 CONNECTORS 2x8 FJ @ 1 6 OC MAN PAP Q z �- 0 U O U � s g' DIAMETER ANCHOR BOLTS CRAWL SPACE Q z W/ 7" MIN. DEPTH @ 48" O.C. z W/ MIN. 3"X3"x-6-LWASHER @ PLATE z 4" POURED CONCRETE 9 SLAB ON COMPACT FILL 8" POURED CONCRETE FOUNDATION WALL W/ 1'-4"X 8" d. FTG.; PROV. C\� 2- #4 REBAR IN FOOTING (TYPICAL ALL AREAS) 0F NFA NOTE: CONCRETE �,�03,000 PSI @ 28 DAYS II II FOOTINGS SHALL BEAR ON BUILDING 5ECTION ,7 o'A UNDISTURBED SOIL WITHIN BEARING CAPACITY OF SCALE- 4" = 1 '-0" N 1 .5 TONS PER SQUARE FOOT A 0?2502 M O�SSIONP�' PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO TNI5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.5. EDUCATION LAW NAILING SCHEDULE 2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DE5CRIPTION NAIL QUALITY NAIL SPACING I ROOF FRAMING I .. ,Wu RAFTER TO TOP PLATE !TOE NAILED 8'-0"WALL: 3-8d ..... PER RAFTER _ ...-.. ..._.... _._.._......... ... ........_._.._...._. 10'-0"WALL: 4-8d PER RAFTER EXISTING RIDGE CEILING JOIST TO TOP PLATE i TOE NAILED 8'-0"WALL: 3-8d T PER JOIST 10'-0"WALL: 4-8d PER J015T EXISTING ROOF SHEATHING CEILING JOIST TO PARALLEL RAFTER 1 FACE NAILED SEE TABLE 3.7 EACH LAP L NEW ARCHITECTURAL ECTURA CEILING JOIST LAPS OVER PARTI-IONS FACE NAILED SEE TABLE 3.7 EACH LAP �6` OG ASPHALT ROOF SHINGLE OVER .. ............" . . . .........._..__________,,, __.. _:. ____...__.,.__..._-_,_,.,.._._--._..._._ __._..._____..__.__..,__...,,_,___ __,_ -__,______ ,,___ __.._•,. ______.___ __,____._______ _ NEW FELT, ICE WATER SHIELD COLLAR TIE TO RAFTER PACE NAILEDSEE TABLE 3.4 PER TIE __-_._. __..-.... _. _. ......................._..,.._...._ . ................... _-..-....._.__.. . .... ......_.... ........ BLOCKING TO RAFTER i TOE NAILED 2-8d EACH END RIM BOARD TO RAFTER END NAILED 2-1 Cd EACH END 5� NEW 2x6 @ 10'-0" ABOVE FLOOR OUTLINE OF WALL CANTILEVER LU WALL FRAMING _, _, ,_ _ ,_ __,.,, R_ ROOF LINE OVER _......... ....................._., ,....e__. . .. ..... .. _. __..._,.,._. _ ......,..._rt#__�- „_, m,,, ,___.____ ..... -___.__, ANG. — x MASTER G O OUTLINE OF EXI IN TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT SOFFIT ROOF OVER TOP PLATES AT INTERSECTIONS ;FACE NAILED 4-1 Gd JOINTS- EACH SIDE CUT BACK RAFTERS STUD TO STUD. . . .... .. ........ .... „ ;FACE NAILED . ....._...�-1 Gd _... __ 2�"C}/G BOTH �'-o" ___......_ -5 " ....... . .... .... . . . . ..... _...._ ........ _.. .. ._....._........._._.._ PROVIDE NEW 5UBFA5CIA p I x8 FASCIA AZEK ON w HEADER TO HEADER FAGS NAILED I Gd I G'OIC ALONG EDGES FRONT AND BACK OF HOUSE. NEW 14" LVL HEADER OVER O N _ . ........ .. ... . .......... ... .....__._.. _..._ _. ........ _ . .........-_............... ....__.._..._. ......_-_... ._. _.__u_. _......_._. . ......... a TOP OR BOTTOM PLATE TO STUD END NAILED 2-(Gd PEP,2X4 STUD NEW CENTER BEADED VINYL BUILT IN STORAGE KITCHEN GLIDING DOORS 3-1 Gd PER 2XG STUD SOFFIT, ALL AREAS OVER STAIR N cW _..._.._.__._.........._._...... _ ._ ___.__.....__ ..____ _...._._._.._._. .._..._._.___.......__......_..__....................._......__.....__............._._...__..,.---..._-_ __.... .. ...___.__._.__ -.. ___.........__ ..._..___,_,..__._..._.__...... I Gd PER 2X8 STUD NEW OVERHANG DIMENSION BATH HALL STAIR WELL � ' BOTTOM PLATE TO FLOOR JOIST, U z_ BANDJOIST, END JOIST,OR BLOCKING FACE NAILED____._............... .. ......_._.......... -,1 Gd PER_ aoT ...... _ _ � FLOOR FRAMING _.___ ___ ___,_._ ___ _.,..._.._..__... Ll JOIST TO SILL, TOP PLATE, OR GIRDER !TOE NAILED4-8d PER JOIST _.-.._.._._.._ __. __.._..,.. _..._.. ................._,.,..._...__, EXISTING 2x8 FJ I G" OC BRIDGING TO JOIST !TOE NAILED _.. . . EACH END. ... . . _ @ 2- 2x8 HEADER BLOCKING TO JOIST TOE NAILED 2-8d EACH END BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK EX15TING DROPPED GIRDER z N _. __.... LEDGER STRIP TO BEAM F-FACE NAILED 3-1 Gd EACH JOIST - JOIST ON LEDGER TO BEAM ;TOE NAILED 3-8d PER JOIST" p.., _._... .,•.___. _.__.. _. ._,_.__. _.._ NEW INTERIOR STAIRS BAND J015T TO JOIST I END NAILED 3-1 Gd PER JOIST u. ...,_....._.,...-- _._... BASEMENT _._...__........................ __..._ ._._......__.._.._.._,_.._..__..__W _._.__�_._. _.__._..__._........_._._ ..__ . _-" TO BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT BASEMENT ROOF SHEATHING N STRUCTURAL PANELS _� N 4' PERIMETER EDGE ZONE- I G" O/C - G"AT PANEL EDGES CD _?z N 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD INTERIOR ZONE - 16"0/C- G"AT PANEL EDGES AND 12"AT O 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD z O FOR ROOF SHEATHING WITHIN A-'-O"OF THE PERIMETER EDGE OF THE: ROOF, INCLUDING 4`-O"ON EACH SIDE OF THE ROOF PEAK, THE 4'-0" PERIMETER — EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. BUILDING SECTION ' D � o ' II o v CEILING SHEATHING _.......... .................._J_..._,.,,,,,........,, ..._.................. ..._.,,.. . ......,.......,.,,..,,..."_..._..__.w._.._...",.....,,._,.,.,. . 5CAL " = 1,-0" GYPSUM WALLBOARD 5d COOLERS 7" EDGE 110"FIELD 4 WALL SHEATH ING _..............................:.. ................. _......... ,..,....,...,._...,...._...._._.... , ...._....,._ ,.,..,.,,,. _._...,_..,._ STRUCTURAL PANELS 8d 4' EDGE ZONE- I G"OIC- G"AT PANEL EDGES AND 12"AT INTERMEDIATEUP RTS IN THE PANEL FIELD S PO 8d INTE=RIOR ZONE - 16"O/C - G"AT PANEL EDGES AND 12"AT C) INTERMEDIATE SUPPORTS IN THE PANEL FIELD +�} Q FIBERBOARD PANELS 7/1 G" Gd 3 EDGE/G"FIELD z W 25/32" 8d 3" EDGE I G"FIELD GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD ~ CL/ ..... ...... ...... .. - _._._... .. _.__., ._. 8d 4' EDGE ZONE- I G"O/C- W AT PANEL EDGES AND 1 2"AT Q HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD Q _..........................._............._................„..- ..............,..- ..._-._...........,..... _-._... _._._ __....-.... ........ - _........,.,...._.__,._.._...__..,.,........... 8d INTERIOR ZONE- I G"O/C - G"AT PANEL EDGES AND 12"AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD FLOOR, SHEATHING STRUCTURAL PANELS- I"OR LESS 8d G" EDGE 1 1 2"FIELD ' Nailing requirements are based on wall sheathing nailed G inches Q.C. at the panel edge. if wall sheathing Is nailed 3 inches O.C. at the panel edge to obtain -—-- OG EI/ 2 12 7 1/2 higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the �@ \ ST/NG 2X xC ShED �R—1 32 load path. _.._...................... ....... . .. _.._.._ NG 2��CL 8 RR e„OC LAY NEW 2x4 STUD I NEW SHED DORMER w/ FRAME UP TO RIDGE AWNING WINDOWS TO When wall sheathing 19 continuous over connected members, the tabulated number of"nails-shall be'r F LU to be reduced to 1-16d nail per foot." RnFF RF _ NEW 2x8 CJ @ 16" OC 6 Oc SOVER TRUCTUI REING AND OOEATHING ' Corrosion resistant 1 I gage roofing Halls and IG gage staples are permitted, check IBC for additrona{ requirements. TWF€N RAFTER WI R- I B TT IN ALL PITCHED 2- 9 ' LVL HEADER m CEILING O ATI N FLUSH TO EXISTING CJ -------- ----- ------- x O \ ) � %L---- DE51GN LOAD CALCULATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA lLJ WFATIHERING SEVERE o VERTICAL 2- 7'" LVL DROPPED FROST LINE DEPTH 3`-Cr' o HEADER, UNDER EXISTING PLATE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) - I BEADBO� D ON INSTALLED WHERE WALL IS BEING z TEPMrrE MODERATE TOt1EAW —J WALLS WI HIN EXTERIOR BALCOrJIES GO 1 REM VED. TREAT FOR EXTERIOR (n DECAY SLIGHT TO MODERATE KITCHEN E KY ALCOVE I m ►LJ DECKS 40 ELE ENTS AND WRAP FINISH w/ I x WINTER DESIGN TEMP. i i ATTICS WITHOUT STORAGE 30 ICE SHIELD UNDER- A5 PEP,MANUF_ACT_UUR'S ATTICS WITH STORAGE 40 . ..__ ....__.. ... LAYIv1ENT REQUIRED SPECIFICATIONS/STATE CODE PROVIDE 4" AC SHEATHING, --� ROOMS(OTHER THAN SLEEPING ROOMS) 40 FLOOD HAZARDS 1 RUBBER MEMBRANE, FLASHING o P-0" UP SURROUNDING WALLS SLE PING ROOMS 30 1 AND OVER RUBBER. FINISH w/ GENERAL WIND PROTECTION CONNECTION NOTES EXISTING 2x8 FJ @ I G" OG K-25 BLUE-STONE SLAB TOP CRITERIA FOR CALCULATIOPJ OP DEAD LOAD Adapted from Standard for Hurricane Resistant Residential Construction; 55TD ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. ARCHITECTURAL GRAPHIC:STANDARDS 10-99 and 200 1 SBC High Wind Edition Wood Frame Construction z Fasteners and Connectors for Wood Frame Construction BASEMENT SNOW I . A continuous load path between footings, foundations walls, floors, studs and EXISTING STRUCTURE - GROUND SNOW LOAD 45 Ills. roof framing shall be provided. FOUNDATION WALLS, FOOTINGS, EXISTING FJ WITHIN LLl N _ SLAB, GIRDER, COLUMNS TO REMAIN ALCOVE TO BE REMOVED; SEISMIC 2. Approved connectors, anchors and other fastening devices not included In PROVIDE NEW 74" LVL . DESIGN CATEGORY B the Standard Building Code, Table 2306. I shall be Installed in accordance with JOISTS, RIP DOWN TO G" AND LL.J manufacturer's recommendations. TAPER @ 4" PER FOOT. i SIT ON EXISTING SILL 03 WIND WIND SPEED 120 mph 3• Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subject to salt corrosion In costal areas, shall be stainless steel or EXPOSURE CATEGORY B hot dipped galvanized. z z o Q � 4. Where windows and doors Interrupt wood structural panel sheathing and z TABLE R30 1 .6 j siding, framing anchors or connectors shall be provided at the top and bottom BUILDING SECTION II FII ...__......... L of cripple studs, header studs, and at least One stud at each side of opening. ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS SCALE: 4" STRUCTURAL MEMBER ALLOWABLE DEFLECTION 5. Ridge straps shall be attached to each pair of opposing rafters except where Rafters having slo es reater U I ao collar ties of I xG or 2x4 lumber is located In upper third of attic space and than 3/12 with no finished ce l n: attach to each pair of rafters. attached to rafters G. Uplift connectors shall be provided at each rafter bearing. Interior walls 8 partitions H/180 �� 7. Floor to floor hold-downs to be provided every 48, and every 16 within 4 �P u I),!:' �1 Floors$plastered ceilings U3 G0 �6 All other structural memebers U240 �iO of exterior corners. R Exterior walls with plaster or H/3G0 (j 8. Sill Plate to Foundation Anchorage: 5111 plate shall be anchored to the m stucco finish foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x N '� _ Of Exterior walls- w nd loads with L/240 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 p ^; brittle finishes Inches of each end of each plate. Anchor bolts shall have a minimum embedment ,�, o�?sow Exterior walls-wind loads with U 20 O �G of 7 inches In concrete/ masonry foundations. Anchor bolts shall be located �S 0 P� 2 flexible finishes within 12 Inches of corners and at spacing not exceeding 4 feet on center. PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO TH13 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 7