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HomeMy WebLinkAbout38737-Zo�pSUFF©tir.0oG C= W T Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY 6/5/2015 No: 37591 Date: 6/5/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1015 Kimberly Ln, Southold SCTM #: 473889 Sec/Block/Lot: 70.43-20.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated pursuant to which Building Permit No. 38737 dated 3/26/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including covered front porch and second floor balconies, to an existing one family dwelling as qpplied for. The certificate is issued to Davidoff, Howard & Davidoff, Lisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 01-11-701 5 R10-14-0007 5/21/2015 38737 02-25-2015 Permit #: 38737 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permission is hereby granted to: Davidoff, Howard & Davidoff, Lisa 8 Terrace Dr Port Washington, NY 11050 Date: 3/26/2014 To: construct Additions & Alterations to an existing single family dwelling as applied for At premises located at: 1015 Kimberly Ln, Southold SCTM # 473889 Sec/Block/Lot # 70.-13-20.6 Pursuant to application dated To expire on 9/25/2015. Fees 10/18/2013 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,377.60 CO - ADDITION TO DWELLING $50.00 Total: $1,427.60 C Building Inspector Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 OF SOUT,�o� � o '�COUNTI ,v BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roper.richert(a-town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Lisa Davidoff Address: 1015 Kimberly Lane City: Southold St: New York Zip: 11971 Building Permit #: 38737 Section: 70 Block: 13 Lot: 20.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: 38893 -ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 49 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt 13 Wall Fixtures 18 Smoke Detectors 7 Main Panel A/C Condenser Single Recpt Recessed Fixtures 46 CO Detectors Sub Panel 100 A/C Blower Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches R68 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Combination Smoke/CO Detectors, 3- Exhaust Fans, 5- Paddle Fans, 1- 30A Oven, 1- Bath Tub Blower. Notes: Inspector Signature: Date: February 25, 2015 Electrical Compliance Form.xls CERTIFICATION Date: �03//j Building Permit No.�� APR - E 205 Owner: Z / S� (Please print) print) Plumber: /V�-- 4 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of MOV CJS-. , 20 Notary Public, 1 County THOMAS G. JAMES h �TARY PUBUC, State 01 New yolk . No.0iJA628583 Qualified in Suffolk County / Commission Expires July 1: F pE SOUr�,olo cOUNi'1, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC JON [ ]FOU DATION 1ST ROUGH PLUMBING [ ] 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: DATE INSPECTOR aso eou TOWN OF -SOUTHOLD BUILDING DEPT. 765-1802 "IT110 INSPECT N, I FOUNDATION, I ST ]FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTMT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: A ROUGH. PLUMBING �U*e INSULATION FINAL - FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING DATE INSPECTOR -Z41,4 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE. & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ]ROUGH PLUMBING [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ RICAL (FINAL) [ CAULKING DATE � Z� � INSPECTORS sf SO n MUNi`1,0c� TOWN OF SOUTHOLD .BUILDING DEPT. 765-1802 INSPECTION, [ ] FOUNDATION -1 ST [ ] ROUGH PLUMBING [ ] 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 � � l INSPECTOR 387r3f S0(/lyo TOWN OF .SOUTHOLD BUILDING DEPT. 765.1802 INSPECTIO [ ]FOUNDATION IST [ ] R N PLUMBING [ ]FOUNDATION 2ND [INSULATION' [ ]FRAMING /STRAPPING [ ]FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ] C�10ION [ ]CAULKING REMS•_ DATE G a SOUlyO �/ c TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION IST, [ ]FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE & CFi1MNEY [ ] FIRE RESISTANT CONSTRUCTION ]ELECTRICAL (ROUGH) [ ]CODE VITION REMARKS: [ ]ROUGH PLUMBING [ ] 1 ULATION [ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION I 1 ELECTRICAL (Flw►y ]CAULKING TOWN OF SOUTHOLD BUILDING DEPT.. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION A-A-LECTRICAL (FINAL) [ ] CAULKING DATE 'z � INSPECTOR 873 7� TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION IST [ ] ROUGH. PLUMBING [ ]FOUNDATION 2ND[ ]�FINAL CATION FRAMING /STRAPPING [ [ ]FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION I l FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING w�-wm m wvw_ DATEJ � � v INSPECTOR FIELD INSPECTION REPORT DATE way .•,- �. , .. FQUNDA!] YQN (1ST) - - *------*-... ------+- FOUNDATION (2ND) o ROUGH FRAG & PLUMBING STATE ENERGY .D WffA � C i� r SOUTHOLD, NY 11971 TEL: (031) 765-1802 FAX: (631) 765-9502 Southo1dt6wn.NorthFork.net PERMIT NO. 39`73 7 Examined 314 20_1� Approved 20j Disapproved a/c Expiration 20� bjlE C E � W E OCT 18 2013 BLDG. DEPT. TOWN OF SOUTHOLD Building Inspector 4 sets of Building Plans Planning Board approval 0 A Survey ✓ Check Of Septic Form NA N.Y.S.D.E.C. KA 'Trustees Flood Permit Storm -Water Assessment. Form Contact: Mail to: Ilhi6. til SA V#-ViAV * gt 'r6VVRK Will& Po rfi W&f Phone:'SAV 578.4441 flog;* CATION FOR BUILDING PERMIT INSTRUCTIONS Date 10— l (P , 20 1'22 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Signature of applicant or name, if a corporation) S'('irrac� prive pori' U�la�yltii h I`l.`f . (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder O WNL �Z• Name of owner of premises If applicant is a corporate , WA 4A V"iA (As on signature of duly authorized officer (Name and title eff corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License No. roll or latest deed) 1. Location of land on which proposed work will be done: 1015 Y-IM5ERI•Y -r9ot.b House Number Street Hamlet County Tax Map No. 1000 Section 7d Block I3 LotZy.�D Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1ZG5 i Afaw H -1 - S i v6 1 c r-oLw i 4 b. Intended use and occupancy tri ►x.,11 e, Fa o,%, Nature of work (check which applicable): New Building Addition. repair Removal Demolition. Other Work_ Estimated Cost i S 01 DO O Fee Alteration . ✓ (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor j If garage, number of cars 3 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Frontq-7 -y _Rear q7 %C� Depth 5,e)- &" Height 3y- = 8� Number of Stories 2 Dimensions of same structure with alterations or additions: Front 4'7 '- 1F" Rear 17'7' Depth -5; u Height 1�4=8" Number of Stories 2. 9/A 8. Dimensions of entire new construction: Front Rear Depth Height td A • Number of Stories 9. Size of lot: Front �rl3 � 7�� Rear 15;0 -bl Depth 4Cq- Sa- IRR) 10! Date of Purchase OGT. Z 00 Name""of Former Owner A n f 1 HARE 3i�G 1,SoTO -------_W- _ -- -------- 11. Zone or use district in which premises are situated hC - 4 D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re -graded? YES NO /Will excess fill be removed from premises? YES NO ✓ 14. Names of Owner of premises Mrf. Lisa L? Mdo f ` Address 8 rWrn&o Prise, K Nosl7Phone No. 51 b • 578' 4411 Name of Architect f M• 0!1w P0 Address F -00o .MZ2113 4t Ply Phone No 911. 337 • +12-+. Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES d NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIT$ MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ✓ * IF YES, PROVIDE A COPY. STATE OF NES;,% YORK) SS: COUNTY OF ) iry • � ISA J • 12AV 1170 F P being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the OwHeY' (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to be re me this days tis 20 12 `�1. i�tL>r£IEE�Si'Ji r�'Fi any public, State of Now York too. as K04 -1j R1 S_� Quat"Kied in Nassau County Commission Expires We/ y e /. /fi y� �f Y S 02 ignature=of--Applicant-_ o SCOTT A.. RUSSELL�'��'�� SUPERVISOR TOWN HALL - 53095 MAIN ROAD. Tel. (631) - 765 —1560 ]VIICHAEL.COLIJNS, rTOWN.SOUI'HOLD.NY.US ® �� ry OFFICE OF THE ENG] TOWN OF SOUTHOLD JAMES A. RICHTER, R.A. MICHAEL M. COLLINS.) P.E. TOWN OF SOUTHOLD, NEW YORK 11971 Fax. (631) - 765 — 9015 j JAMIE.RICHTERi&T HOLIYN.US1 . ,E .k Ott 13 2013 BLDG: DEPT. R MANAGEMENT CONTROL PLAN REVII (To be completed by the applicant) TO: Engineering Department FROM: Building Department DATE: APPLICANT: AA#V. Li -SA diw A S.C.T.M #: PLEASE ATTACH: d Copy of the completed Application for Building Permit APO Stormwater Management Control Plan C� Completed Stormwater Management Control Plan Review Checklist PROP ERTYADDRESS: IDIS KIM 5F_R1_y LAWe , 504 -TWO( ), NX BRIEF PROJECT DESCRIPTION: NF -\&j ScReefzeb roArH . PEW OP. 16.1'f"i✓RL01'Z. REtJD OATI D ijF,\h)Fm See' 6 J c S e0 d d -e L4,x_ D&WQ 12 e hi— *** FOR Reviewed By: rFv Information Required: USE ONLY *** Date: 12hmOo If REVISED 9/17/2013 ��oSo otK oy o ' stormwater Management Control Plan Review Checklist DATE: 10- 16 - APPLICANT: S.C.T.M.#: LODO -?0--fes,-2D. PHYSICAL ADDRESS: IDIGJ KIMOG'-1 y L` 3 ,SD uTHbL Stormwater Management Control Plan Requirements Yes No NA If No or NA, Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: ,% a. location and description of property boundaries b. total site acreage c. existing and natural and man-made features on and within 500 feet of the site boundary as required in §236-17(C)(2). ✓ d. test hole data indicating soil characteristics and the depth to water ✓ 1J 0 7' RC U t f2 E e. proposed limits of clearing and the total area of proposed land disturbance ✓ N DT ftQ4 t p f. existing and proposed contours of the site (minimum 2' interval) v l lb -T R E QU 12 E V g. location of all existing and proposed structures, roads, driveways, sidewalks, drainage improvements and utilities h. spot grade and finished floor elevations for existing and proposed structures tt� �K i S T! V% KO �iVLA,Y1 G i. location of the swimming pool discharge ring ✓ J. location of proposed soil stockpile area(s) 9 r (1? U t (Z R 17 k. location of the proposed construction entrance/staging areas ✓ Ovj gE km I (- a 1. location of the proposed concrete washout area ✓ 14bIT RS d? u 11Z ETA m. location of all proposed erosion and sediment control measures 1J0'I' Rt Qu 112 X17 2. Plan includes dalculations' showing that the stonnwater improvements are sized to capture, store and infiltrate on-site the runoff from all impervious surfaces generated b a two-inch rainfall ✓ 1.1b -t gE(E Lj J< -e P U'r� 3. Detail drawings (required for plan approval) provided for: OD -r ?,C-f;>u I e E P a. erosion and sediment controls ✓ 0 01 ?, E TLA 1 U> b. construction entrance 130? lze q>U I OF -9 c. inlet structures (e.g. catch basins, trench drains, etc.) ✓ MD -t 9 S 4>U I X17 d. leaching structures (e.g. infiltration basins, swales, etc.) ✓ 00.1 j20 W 1 M9 .REVISED 9/17/2013 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 7965-1802 roger.richerttown soutno4.ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: . t Company Name: ,Name: License No.: 3oi3 — Address: o �Y lugs Phone No.: q r �- JOBSITE INFORMATION: (*Indicates required information) *Name: 'Address: 1 p�� �l�mbeX _ 'Cross Street: 'Phone No.. Permit No.: ? v rax -Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Please Circle All That Apply) 'Is job ready for inspection:/ NO Rough I Final Do you need a Temp Certificate: YES !�O emp information (if. needed) Service Size: 1 Phase 313hase 100 150 200 300 350 401 New Service: Re -connect Underground Number of Meters Change of Service ►dditional Information: PAYMENT DUE WITH AP�P/LICATIOR- r ' 1.. V 6 .82=Request for Inspection Form Other Overhead 1 ©� 7V December 5, 2013 Mr. James Richter Town of Southold Town Engineer P.O. Box 1179 Southold, New York 11971 Re: 1015 Kimberly Lane Southold, New York Dear Mr. Richter: As you are aware, this firm represents Lisa Davidoff, the owner of the above referenced property. Ms. Davidoff is proposing an interior renovation to the existing house. In connection therewith, enclosed please find an updated survey showing the test hole and drainage. Please review and provide any comments you may have to the Building Department. Please do not hesitate to contact me at 516-773-7375 to discuss any questions that you may have. Thank you for your attention to this matter. BERGER ARCHITECTURE P.C. P.O., Box 222113, Great Neck, New York 11022 ■ Tel: (516) 773-7365 ■ Fax: (347) 436-9517 January 9, 2014 Mr. Michael J. Verity Chief Building Inspector Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Re: 1015 Kimberly Lane Southold, New York Dear Mr. Verity: — - n JA N 15 2014 BLDG. DEPT. TW M OF SOUTHOLD As you are aware, this firm represents Lisa Davidoff, the owner of the above referenced property. As you are also aware, Ms. Davidoff is proposing an interior renovation to the existing house. In connection therewith, there has been a determination by the Town of Southold that any work to the home would require an application to the Suffolk County Health Department for a new septic system to accommodate this six (6) bedroom house. That application has been made and a copy is attached hereto for your files. - Also included herewith are four (4) sets of revised plans. Please note the following changes: 1. The site plan has been modified to include the new drywells for the roof drainage and the new 1,500 gallon septic system. 2. The screened in porch and footings have been removed. 3. All work to the powder room has been omitted. 4. All work to the laundry room has been omitted. 5. The new wall south of the end of the dining room has been removed. 6. Added back in the floor to create bedroom #6. We look forward to discussing this application and our plans with you at your earliest convenience. Please do not hesitate to contact me at 516-773-7375 to discuss any questions that you may have. Thank you for your attention to this matter. P.C. uN�N� S.M. BERGERARCHITECTUREP P.O., Bok 222113, Great Neck, New York 11022 ■ Tel: (516) 773-7365 ■ Fax: (347) 436-9517 Verity, Mike From: S.M.Berger Architecture, P.C. <smb@smbarchitect.com> Sent: Wednesday, January 15, 2014 9:34 AM To: Verity, Mike Cc: 'admin' Subject: 1015 Kimberly Lane -- Lisa Davidoff Dear Mike: As I believe you are aware, we are the architects for Lisa Davidoff, the owner of the above referenced property. We have forwarded to your attention our resubmission package. I just wanted to give you the heads up that in connection with our package, the survey will be coming under separate cover (Peconic Surveyors). I will follow.up with you after we make our submission. Thank you for your attention. Sanford Please note our new phone number and new a fax number Sanford M. Berger, AIA S.M. Berger Architecture, P.C. P.O. Box 222113 Great Neck, New York 11022 516-773-7365 347-436-9517 (fax) 917-337-4924 (cell) March 17, 2014 Mr. Michael J. Verity Chief Building Inspector Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Re: 1015 Kimberly Lane Southold, New York Dear Mr. Verity: As you are aware, this firm represents Lisa Davidoff, the owner of the above referenced property. As you are also aware, Ms. Davidoff is proposing an interior renovation to the existing house. Enclosed please find the approval from the Suffolk County Health Department approving a six (6) bedroom septic system. We believe that this is the final item needed in order for the Town to issue its building permit. Kindly advise if we are correct in our understanding. Thank you for your attention to this matter. S.M. BERGERARcmTECTUREP.C. P.O., Box 222113, Great Neck, New York 11022 ■ Tel: (516) 773-7365 ■ Fax: (347) 436-9517 CMM SITEWORK, INC P. O. BOX 626 BROOKHAVEN, NY 11719 TEL 631-286-3650 FAX 631-286-3653 E -Mail: infoC�?cmmsitework.com August 7, 2014 Absolute Improvement Inc. PO Box 446 Laurel, NY 11948 Enclosed are the original Health Department Certification forms 1015 Kimberly Lane, Southold We have also enclosed a copy for your convenience. n n I SEP 2 4 2014 BLDG. DEPT. TOWN OF SOUTHOLD Please be advised you must send this original form to the Health Department along with the previous forms that were sent to you. As always, we thank you for your business. Sincerely, CMM Sitework, Inc. T I . CMM SITEWORK4 INC. P.O. Box 626 Brookhaven, NV 11719 Tel 631-286-3650 Fax 631-286-3653 E -Mail: InfoOcmmsiteworkcom CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER Health Department Reference Number: GO 0 - 114- 0 00 -7 Suffolk Tax Map #: Dist: Project Name or Address: Subdivision Name & Lot: # Applicant's Name: Date of Installation: '11,2111 q Description of System Installed: Sect(s): Blk(s): Lot(s): Septic Tank: Volume (gallons): 150- _____ Shape: [ ] Rectangular[A Cylindrical Top: [ ] Slab N Traffic Slab [ ] Dome Name of Precast Manufacturer: Lo�f4 ISLANA ?9ECAST Leaching Pools: Number of Pools: Diameter an Effective Depth: $' X (o + Top: [ ] Slab [A Traffic Slab [ ] Dome Name of Precast Manufacturer: L006 I SLAB➢16 PREO-AST Other: »»SEE ATTACHED PAGE FOR MEASUREMENTS««< I hereby certify that the subsurface sewage disposal system, described herein, has been installed by me in accordance with the approved plans and standards of the Suffolk County Department HeallththServices; and is operational. Installer's Signature: �2 `�u / Date: Installer's Name: William L Potabi Company Name: CMM Sitework, Inc. Phone: (631) 286-3650 Company Address: P.O. Boz 626, Brookhaven, NY 11719 Consumer Affairs Liquid Waste License Number: 41280 -LW I. PoRe�l A Q ST O 40 2a 30 A 5-r t q' 6 IG, LP 1 20' 27 LP2 3&' q1' LP3- 5i•5' 5q CtnlI Sir -W OPY l'le- lJJluu / �w 712z119 �irj� i. ► 1■I t ,gin, _I\ �\I I1 �' II I■I SII 11 It rel I■I IIS 11 I■ awl ;.�� •II ■■■■■■■■■■ September 17, 2014 Mr. Michael J. Verity Chief Building Inspector Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Re: 1015 Kimberly Lane Southold, New York Dear Mr. Verity: SEP 2 4 2014 BLDG. DEPT, TOWPJ OF SOUTHOLD As you are aware, this firth represents Lisa Davidoff, the owner of the above referenced property. In connection therewith, enclosed please find septic tank certificates as well as two (2) sets of the updated`Tlans.- Please do not hesitate to contact me with any questions you may have. Thank you for your attention to this matter. Very truly yours, S.M. BERGER ARCHITECTURE P.C. P.O., Box 222113, Great Neck, New York 11022 ■ Tel: (516) 773-7365 ■ Fax: (347) 436-9517 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 April 1, 2015 S.M. Berger Architecture PO Box 222113 Great Neck, NY 11022 BUILDING BUILDING DEPARTMENT TOWN OF SOUTHOLD Re: Davidoff, 1015 Kimberly Lane, Southold NY TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: **N nsulation n Ins ection dated 10/30/2014 Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00.. Final Health Department Approval. l ,Umbers Solder Certificate. (All permits involving plumbing after 411/84 Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38737 — Additions and Alterations June 2, 2015 Mr. Michael J. Verity Chief Building Inspector Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Re: 1015 Kimberly Lane Southold, New York Dear Mr. Verity: n JUN 5 2015 � BLDG DEPT. TMPVN pf SOUWOLD As you are aware, this firm represents Lisa Davidoff, the owner of the above referenced property. In connection therewith, enclosed please Health Department approval from the Suffolk County Health Department. Kindly advise if you require any further documents in order to issue the final Certificate of Occupancy. Please mail the final certificate to this office. Please do not hesitate to contact me with any questions you may have. Thank you for your attention to this matter. S.M. BERGER ARCHITECTURE P.C. P.O., Box 222113, Great Neck, New York 11022 ■ Tel: (516) 773-7365 ■ Fax: (347) 436-9517 k.joo,,gle earth feet 300 meters 90 PINE NECK ROAD LOT NUMBERS REFER TO "PARADISE BY THE BAY" SURVEY OF PROPERTY FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON X NOVEMBER 4, 1976 AS FILE NO. 6463 i AT SOUTHOLD TEST HOLE .. TOWN OF SO UTHO.LD R,2 EL 13:7 Dr. Gown Loam 0" RAIN RUNOFF CONTAINMENT SUFFOLK COUNTY, N. Y. w x � D l� HOUSE, PORCH & PROP. PORCH - 1000-701--13-20.6 Brown M Sand SC4'- -4504 sq.ft. 4504 x 1 x 0.17 = 766 cu.ft SCA• 1'=30' LE Pale,Brown Floe sand SP t2.4' 766142.2 = 18.1 VF AUGUST 1, 2013 PROVIDE 3- DWS. 84 x 6' deep SEPTEMBER 20, 2013 (PROPOSED PORCH). Water to Pdle or EQUAL DEC. 2, 2013 (test hold) Sand SP 17'LOT 5 .. •� • - FE40.9.56' 01'N N84'22'2WOE DEER FENCE XDOS 1r 0 C.B. B JX x 1.0= V A E UNITS 0695 �eA PRi �AYLV4 au �o V w � y 6.2' O 9.5• y m 88• r. T-oo g8 '191, Irz 0 j1 1 F TEST HOLE ELEVATION REFERENCED TO NSVD TEST . EL' 18:77 c?� P`•'PNP�S R1 tff W 9.6' o 3' _ A X 72, 11.3' MVi .. UNIT s:zi w x � D t W V CL ASPHALT ; S O r ERNSA W POOL aq EQUIP: • lt•J C}{p,IN UNK FENCE . n/1LL _ V.V • 0.21.1. 5847-2'20"W LOT 7 y: ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PRAREA=58,852 SO. F7. HEREON AREEVALIDCFOR THIS MAP RON ANDS COPIES7209—SUION 2.ALL THEREOF ONLY IFN s TO TIE LINE SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 182' (J1 A LSA �0 use � o fits � � �L l�fSGNARG� � I m I r I� b m Im 180' I t 187' O � _16A v'1 w/ e?- I I�Z�3 Io O 190' I � Fpr- NEW �O FE 2.1'N 375.11, 4b.4t9B�� �o LAi� Y. S LIC. NO. 49618 IFIECONIC SURVEYORS, P. C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 90912Jry ry SOUT H�D, N.Y. 11971 AVELER T 8/ — e i PINE NECK ROADLOT NUMBERS REFER TO "PARADISE BY THE BAY" FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON NOVEMBER 4, 1976 AS FILE NO. 6463 R3 500 9 2�, FE ,3or is 1.0'N 88' P Re 08 CV N84022#20 "E 84'22'20"E LOT 5 0 c:e. O.L T. 9.0 C N CD 0 mN W A V v 9.s'� -c o 6.3 A .4 (T = w 11.3_ m R1 7.2� AIC UNIT SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-70-13-20.6 SCALE: 1' 30' AUGUST 1, 2013 SEPTEMBER 20, 2013 (PROPOSED PORCH) 409.56 FE' 0.1'N _ 0.4S 00 182' O sr LP LOT 6 PROPOSED SCREEN PORCH 21.8' m SA > 0 Wn o oO ro a BRICK v D TAUT. F SHOWER" tN,w V ASPHALT w POOL m EquIP. 7 CHA1=X�CE WAl1- WOOD WALL WALL 0 5 N 0.2,N S8472'20"W LOT 7 ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON p OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PION 2. AREA=58,852 SO. FT. HEREON AREEVALIDCFOR THIS MAP ANDS COPIESALL 774EREOFnONLY IF TO TIE LINE SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 190, FE V 21'N m a 375.11 N 49618 IFIECONIC UWEY (631) 765-5020 FAX 31) 765-1797 P.O. BOX 909 11971 — 722 N.TRAVELER SOUTH LD,87-7221 PINE NECK ROAD SURVEY OF PROPERTY LU B A T SO UTHOLDk ST 19.0' 'th-1% S LP1 20.0' SURVEY OF PROPERTY A B A T SO UTHOLDk ST 19.0' TOWN OF SO UTHOLD `= LP1 20.0' 27.0' SUFFOLK COUNTY, N.Y 1 36.0' y k 1000-70-13-20.6 LP3 1 51.5 SCALE 1=30' AUGUST 1, 2013 SEPTEMBER 20, 2013 (PROPOSED PORCH) DECEMBER 2, 2013 (TEST HOLE) DECEMBER 12, 2013 (B.O.H INFO h PROP. SEPTIC SYSTEM) JANUARY 10, 2014 VISIONS JANUARY 14, 2014 OVISIONS) MAY 5, 2015 (FINAL) AREA=58,852 SO. FT. TO TIE LINE 0 LOT NUMBERS REFER TO "PARADISE BY THE BAY" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON NOVEMBER 4, 1976 AS FILE NO. 6463 FLOOD ZONE LINE FROM FLOOD INSURANCE RATE MAP MAP NUMBER 36103CO166H SEPTEMBER 25, 2009 I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of public water, wells and cesspools shown hereon are from field observations and or from data obtained from others. ELEVATIONS REFERENCED TO N.A.V.D. 1988 ANY AL7ERA7I0N OR ADD17701V 70 THIS SURVEY IS A VIOLATION OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CER77RCA7I0NS HEREON ARE VALID FOR 7HIS MAP AND COPIES 774EREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE WGNA7URE APPEARS HEREON. TEST HOLE DATA EL 14.5' DARK BROWN LOAM OL 1 BROWN CLAYEY SAND SC 4' PALE BROWN FINE SAND SP EL 2.1' 12.4' WATER IN PALE BROWN FINE SAND SP 17' SCDHS RIO -14-0007 SEPTIC DIMENSIONS [111,500 GALLON SEPTIC TANK 3] 6' DEEP x 8' DIAMETER LEACHING POOLS WATER LINE TO HAVE 10' MINIMUM SEPARATION FROM SEP11C SYSTEM I.' A B ST 19.0' 16.0' LP1 20.0' 27.0' LP2 1 36.0' 41.0' LP3 1 51.5 54.0' 9 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPF. ; "<�.. ' �`-,)N!7TRUCTED WORKS FOR DateM X 9 1,�p15 e The swage disposal and wal ,, r.vpply faciRlies at this location have been InePeehd and/or certified by this Department or other ageneses and found to be satisfactory FOR A MAXIMUMF,� BEDROOMS. Walter J. Hilbert, . ., M ._ Offlt:e of Wastewater Management \eOF Niz \ M£p\fQ,t (631) 7F5-5021 P.O. BOX 909 1230 7RA VELER SOUTHOLD, N. Y. ✓10 YS. LIC. 'ORS, P. C. FAX (631) STREET 11971 8 49618 765-1797 ADDITION / RENOVATION TO DAVIDOFF RESIDENCE 10 15 KIMBERLY LANE GENERAL NOTES: 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE RULES AND REGULATIONS OF THE LOCAL BUILDING DEPARTMENT, THE NEW YORK STATE BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CODE. 2. DIMENSION FIGURES INDICATED SHALL BE TAKEN IN PREFERENCE TO SCALING OF DRAWINGS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL FIELD MEASUREMENTS. 4, ALL NEW WORK WIT14IN EXISTING AREAS SHALL MATCH WITH EXISTING MATERIALS AND FINISHED UNLESS OTHERWISE NOTED. 5, PROVIDE MIN. 12" COPPER FLASHING AT ALL NEW EXTERIOR OPENINGS AND AT PLACES WHERE NEW ROOF CONSTRUCTION MEETS WALLS AND ADJOINING ROOFS. CONTRACTOR SHALL COORDINATE ALL WORK SCHEDULES WITH OWNER. 6. CONTRACTOR SHALL PROVIDE AN ALL INCLUSIVE JOB AND MAINTAIN A CLEAN JOB SITE AT THE END OF EACH WORK DAY. -(. CONTRACTOR SHALL VISIT PROJECT SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING. ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 8. PROTECT THE OWNERS PROPERTY FROM ALL DAMAGE RELATED TO CONSTRUCTIOI(ACTIVITIES DURING THE COURSE OF THE WORW, REPLACE AND REPAIR ALL DAMAGED ITEMS WITH EQUAL AND MATCHING MATERIALS AND METHODS AS APPROVED BY THE OWNER g. CAULK ALL DISSIMILAR SURFACES FOR MOISTURE CONTROL WITH SILICON BASE. COLOR TO MATCH LOCATIONS AS REQUIRED AND AS DIRECTED IN FIELD. Ud. IT IS THE INTENT OF THIS PLAN TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED ADDITION. HOWEVER THERE ARE FIELD CONDITION6 THAT MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 11. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL OF ALL CUSTOM CABINETRY WORK AND OTHER ITEMS AS REQUESTED BY ARCHITECT. CONTRACTOR SHALL PROVIDE OWNER WITH ALL OWNERS MANUALS FOR ITEMS INSTALLED. SOU HO D9 NY FRAMING NOTE5: I. ALL FRAMING LUMBER TO BE GRADE MARKED AND BE NEM-FIR'1 OR BETTER 2. ALL STUDS TO BE 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY WINDOW SIZES WITH MANUFACTURER BEFORE COMMENCEMENT OF INSTALLATION. 4. ALL CARPENTRY WORK TO BE INSTALLED STRAIGHT, TRUE, LEVEL, PLUMB AND IN ACCORDANCE WITH GOOD PRACTICE. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE CCA TREATED WITH A 40% RETENTION GRADE MARK ALL STRUCTURAL LUMBER SHALL BE 1480F STRESS GRADE MARKED DOUGLAS FIR ALL PLYWOOD SHALL BEAR THE APA GRADE MARK AND BE DOUGLAS FIR MATERIAL OF THE TYPES SPECIFIED ON THE DRAWINGS. 5. THE CONTRACTOR IS TO PROVIDE ALL NECESSARY BLOCKING, SHORING AND TEMPORARY SUPPORT WORK TO PROTECT THE EXISTING STRUCTURE DURING THE CONSTRUCTION PROCESS. NOTIFY THE OWNER AND THE ARCHITECT OF ANY DEVIATIONS FROM THE PLANS OR DISCREPANCIES IN THE ACTUAL AS -BUILT CONDITIONS AS COMPARED TO THE CONDITIONS ASSUMED OR_ REPRESENTED ON THE DRAWINGS AS EXISTING CONDITIONS. 6. UNLESS DESIGNATED OTHERWISE ON THE DRAWINGS, ALL OPENINGS IN WOOD FRAME CONSTRUCTION SHALL RECEIVE HEADERS AS FOLLOWS: UP TO 4'-0" OPENINGS 2 - 2" X 6" 4'-0" TO 6'-0" 2 - 2" X 8" 6'-0" TO V -0" 3 - 2" X 10" V-0" TO 12'-0" 3 - 2" X 12" 1. OPENINGS CREATED BY THE REMOVAL OF BEARING WALLS SHALL BE TREATED AS ABOVE. FIELD VERIFICATION OF ALL STRUCTURAL WORK SHOULD BE ACCOMPLISHED BY A LICENSED PROFESSIONAL ENGINEER PRIOR TO CLOSURE OF WALLS. 8. ALL NEW EXTERIOR WALLS AND ROOFS SHALL RECEIVE R-13 AND R-22 BATT INSULATION BETWEEN STUDS AS REQUIRED BY THE NYS ENERGY CONSERVATION CODE. `1 PROVIDE FIRESTOPPING AS PER CODE REQUIREMENTS. STEEL. NOTE5: ALL STEEL TO BE IN ACCORDANCE WITH A.I.S.C. MANUAL LATEST EDITION. PL -U 51NG NOTE5: 1' ALL WASTE, SOIL AND VENT PIPING TO BE SCHEDULE 40 PVC IN ABOVE GRADE AND CAST IRON IN BELOW GRADE LOCATIONS. PROVIDE SHUT OFF VALVES AND DRAIN VALVES AT ALL LOW POINTS IN SYSTEM. CONTRACTOR TO MODIFY PLUMBING TO COMPLY WITH NEW BATHROOM LAYOUT. THE ENTIRE SYSTEM IS TO BE PRESSURE TESTED AT COMPLETION. PROVIDE SEPARATE SHUT OFF VALVES ON HW AND CW MAINS FOR EACH FIXTURE GROUP. 2. ALL PLUMBING WORK TO BE TO CODE. CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTIONS. 3. ALL HW t CW LINES TO BE COPPER WITH 905% MAX. LEAD SOLDER CONTENT. 4. INSULATE HW 4 CW LINES WITH ARMOR FLEX PIPE INSULATION. ALL WASTE AND WATER LINES TO BE CONCEALED INSIDE WALLS ABOVE 5. CEILINGS OR BELOW FLOORS. CONTRACTOR SHALL SUBMIT CUT SHEETS TO ARCHITECT FOR APPROVAL 6" OF ALL PLUMBING FIXTURES TO BE INSTALLED. CONCRETE AND 1" IA50NRY NOTES: i. ALL NEW FOOTINGS TO BE ON UNDISTURBED 801L OF 4000 FhF. MIN. BEARING CAPACITY. 2. CONCRETE TO BE 4000 Pbl AT 28 DAYS. SLABS TO HAVE STEEL TROWEL FINISH. 3. ALL MASONRY SHALL BE LAID IN MORTAR COMPOSED OF ONE PART PORTLAND CEMENT, ONE PART HYDRATED LIME AND SIX PARTS SAND BY VOLUME. COLOR OF MORTAR TO BE SELECTED BY ARCHITECT. ELECTRICAL. NOTE5: I. ALL ELECTRICAL WORK TO BE UNDERWRITERS APPROVED AND TO COMPLY WITH ALL CODES. ALL WIRING SHALL BE COPPER ELECTRICAL TO PROVIDE OWNER AND MUNICIPAL AUTHORITY WITH A NYBFU CERTIFICATE AT THE COMPLETION OF WORK 2. CONTRACTOR SHALL SUBMIT CUT SHEETS TO ARCHITECT FOR APPROVAL OF ALL ELECTRICAL ITEMS TO BE INSTALLED. L 15T OF DRAWING5 A-101 GENM"L NOTES 8-1.0 PROPOSED SITE PLAN WITH STORi" 1WATER MANAGEMENT A-102 SITE PLAN, ZONING INFORMATION A-200 BASEMENT/ FOLNDATION FLOOR PLAN A-201 FIRST FLOOR PLAN A-202 SECOND FLOOR PLAN A-203 FRAMING PLAN, PART. FOUNDATION PLAN A-204 DEMOLITION PLANS A-205 IST FLOOR REFLECTED CEILING PLAN A-206 2ND FLOOR REFLECTED CEILING PLAN A-301 KITCHEN DETAILS A-302 MASTER BATH DETAILS A-303 BAR 4 DINING ROOM, POWDER AND BATHRM. DETAILS A-304 STAIR, DAY BED t HALLWAY DETAILS A-305 STUDY/ EXERCISE t FAMILY W. DETAILS A-401 EXTERIOR ELEVATIONS A-402 EXTERIOR ELEVATIONS A-501 BUILDING SECTION A-502 BUILDING SECTIONS A-601 TYPICAL BUILDNG CODE DETAILS JIL I I 1 1/24 1 I/2"+ 1 1 1/24 I 1 1/7"♦ I1 1/2"♦ ( i � PLUMBING RISER DIAGRAM ARCHITECT A R C MIll T 3 QA it 9 S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com TAX MAP. SECTION....70 BLOCK...."'18 L0Tmwmm20m6 I 09-02-14 REVISION TO PERMIT SET 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID N0. DATE DESCRIPTION BY PROJECT T2F ION AND RENOVATION AVIDOFF RESIDENCE1015 KIlviBERLY LANE . gESOUT'HOLD, NY E � T F 24 2014 GENERAL NOTES DATE: S-18-13 1 DWN. BY: NDC JOB NO.: 1314 CKD. BY: gMB SEAL SCALE - DA CALE-DA/pDWG. No. HA�e(� * � o COVER TO GRADE "T" IS USED ON MIN. 4"0 APPROV PITCHED 1/4" PE SLOPE WITH TIGH PLAN INVERTS P1NBT 15E AT &AM ELEVATION \* N, N ON. TO LE*ZH NG PDO. IGHT JOINTS SLOPE 1/8" PER FT. -E NOTE I i 10-0" DIA. NOTE: SECTION NO SEAM LIFTING PORTS OR OPENINGS WITHIN THE LIQUID DEPTH OF STRUCTURE SEPTIC TANK DETAIL 1500 GAL. PRECAST CONCRETE TANK NOTE ALL OUTLET INVERT PRECAST REINFORCED ELEV. AT SAME LEVEL CONC. CHIMNEY AS NEC. FIN. GRADE GONG. COVER 12' MIN. 24" MAX. PRECAST REIN. - RAIN RUNOFF REQUIRED CONTAINMENT Q W CONC. SOLID 00(-) REQUIRED:4,504 X 1 X 0.17 = 766 CU. FT. W it DOME - NEW [1]-8' DIAM. X 6' DEEP DWG. No. (42.22x6) = 253.32 CU. FT. J 1,326 SF. X1 X.17 =225.42 CU. FT. (COMPLIES) INLET 4" DIA LdO 0 DW -1) (42.22x8) = 337.76 CU. FT. -J Es U TIGHT JOINTS LJ� iMIN. EXISTING [1]-8' DIAM. X 8' DEEP DESCRIPTION SLOPEn1/8"/Fr'0W < 1,375.73 SF. X1 X.17 =233.87 CU. FT. (COMPLIES) 928.84CU. FT. (PROVIDED) > 766 CU. FT. (REQUIRED) 6') 00LL LOT: 8 4 12 I NPRECAST ZONfNG DISTRICT: RESpENGE REINT. U V)C4ONCRETE t\I SANITARY - LEACHINGRINGS to 0RAIN (A'- wWv' In 409.46 FT (IRR) _ 'qt � L a 150 FT Cc) I -w Ld O NMAT�ERIALTO 4"I88'0" GATEZONE m LINE _ 15'-0" I- Wo > O�O FL00 3' MIN. q IGH SEASONAL O ILL MATERIAL TO BEGROUNDWATER BUILDING HEIGHT SAND & GRAVEL V - YY o - 2 - WOOD BULKHEAD v wN PENETRATION INTO A VIRGIN LOT COVERAGE 20 % (11,110 SF) Bb % (5,085 Sr) STRATA OF SAND AND GRAVEL v EXISTING LEACHING POOL DETAIL 13 FIRST FLOOR N.T.S. co ZONE Y' PROPOSED SEPTIC SYSTEM SEPTIC TANK TO BE 1.500 GAL. SANITARY CALCULATIONS: LOT SIZE GRATER THAN 1 ACRE -6 BEDROOM HOUSE 0150 GPD. Q=900 GPD. SEPTIC TANK: 1.5 x 900 =1,350 GAL. USE < [1] 1,500 GALLONS- COMPLIES LEACHING POOLS: [3] 6' DEEP X 8' DIAMETER LEACHING POOLS EXISTING SEPTIC SYSTEM TO BE ABANDONED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. WATER LINE TO HAVE 10' MINIMUM SEPARATION FROM SEPTIC SYSTEM STRAW BALE FLOW D IKE v U4" VERTICAL FACE BEDDING DETAIL NOT TO SCALE DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET OF STFZAW BALE DIKE FOR SLOPES LESS THAN 25%. ANGLE FIRST STAKE TOWARDS f l r n PREVIOUSLY LAID GALE. r �� I r - SYMBOL 0-1" FLOW - BOUND BALES wvu/ PLACED ON CONTOUR- 2 ONTOUR2 RE -BARS, STEEL PICKETS OR 2"X2" STAKES PLACED 1 1/2' TO 2' IN GROUND. DRIVE STAKES FLUSH WITH TOP OF BALE. ANCHORING DETAIL NOT TO SCALE GON&Tf;:UGT 1 ON &PEG IF I GAT I ONS I. BALES SHALL BE PLACED AT THE SOUTH AND WEST PROPERTY LINE AS SHOWN AND IN A ROW WITH ENDS -TIGHTLY ABUTTING THE ADJACENT BALES - 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND PLACED SO THE BINDINGS ARE HORIZONTAL. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE -BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 5. BALES SHALL BE REMOV>=D WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. LOCKING CASTING TO GRADE CAST IRpJ FRAME AND COVER FINAL GRADE 1 I 12" IMIN. 24' MAX WI N\ 24' MIN. 3.IB- _ - * * 25' MAX. COLLAR COLLAR MATERIAL MATERIAL � W 3' MIN. 3' 1011W b� 24" MM. 8' AND 10' SEE PLAN GROUND WATER OUTSIDE DIAMETER (0A.) (BACKFILL MATERIAL 6' MIN. BELOW DR -U_ ONLY WHEN NON -RATEABLE (PENETRATION) MATERIALS ENCOUNTERED RATEABLE SOIL UNDERLYING SAND AND GRAVEL STRATA DRYWELL DETAIL * NOTES NOT TO SCALE 1. COLLAR MATERIALS (AROUND DRAIN RINGS) FOR DRYWELLS LOCATED "THIN PAVED AREAS SHALL BE TWE 2, 1' SIZE GRAVEL OR BROKEN STONE. 2. COLLAR MATERIALS (AROUND DRAIN RINGS) FOR DRYWELLS LOCATED WTHIN GRASS AREAS SHALL CONFORM TO THE REQUIREMENTS OF NOTE NO. 3. 3. BACKFILL MATERIAL UNDER RINGS AND IN COLLAR OF GRASS AREA DRYWELLS SHALL BE COMPRISED OF SAND AND GRAVEL FILTER MATERIAL CONTAINING LESS THAN FIFTEEN (15) PERCENT FINE SAND, SILT & CLAY (SILT & CLAY FRACTIONS ARE NOT TO EXCEED (5) PERCENT). 4. HEAVY DUTY MANHOLE FRAME AND COVER OR GRATE SHALL BE CAMPBELL PATTERN NO. 1007C OR 1182C OR APPROVED EQUAL 5. ALL THE GUTTER DOWNSPOUTS CONNECT TO THE DRAINAGE SYSTEM BY 6" DIA. PIPING. DRAINAGE COMPUTATIONS Z >- O RAIN RUNOFF REQUIRED CONTAINMENT Q W HOUSE AND PORCH 4,504 SF. 00(-) REQUIRED:4,504 X 1 X 0.17 = 766 CU. FT. W it PROVIDED DRYWELLS: �O NEW [1]-8' DIAM. X 6' DEEP DWG. No. (42.22x6) = 253.32 CU. FT. Ca Y 1,326 SF. X1 X.17 =225.42 CU. FT. (COMPLIES) EXISTING [1]-8' DIAM. X 8' DEEP LdO 0 DW -1) (42.22x8) = 337.76 CU. FT. -J Es U 1,602.31 SF. X1 X.17 =272.39 CU. FT. (COMPLIES) EXISTING [1]-8' DIAM. X 8' DEEP DESCRIPTION IDW-1) (42.22x8) = 337.76 CU. FT. \ < 1,375.73 SF. X1 X.17 =233.87 CU. FT. (COMPLIES) 928.84CU. FT. (PROVIDED) > 766 CU. FT. (REQUIRED) TEST HOLE DATA EL 14.5' DARK BROWN LOAM OL. 1' BROW CLAYEY SAND SC 4' PALE BROWN FINE SAND SP. EL 2.1 12.4' WATER IN PALE BROWN FINE SAND SP. 17' SILT FENCE WOVEN WIRE FENCE SYMBOL (MM. 14 1/2 GAUGE W/ MAX_ 6" MESH SPACING) MAX. G. TO G �\ 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND - HEIGHT OF FILTER y = 16" MIN. (� y PERSPECTIVE VIEW 36" MIN. FENCE POST WOVEN WIRE FENCE (MIN_ 14 1/2� GAUGE W/ MAX. Co" MESH SPACING) WITH FILTER CLOTH FLOW -_ UNDISTURBED GROUND COMPACTED EMBED FILTER CLOTH - A MIN. OF 6" IN GROUND. SECTION VIEW GON&TRUGTION 5f=EGIFIGATION& 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2_ FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED LOUD MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. O J RECONFIGURE PORCH STEPS m0 w" - REDUCE SIZE OF PATH.; EXTEND CURB AS REQ'faf'�_" _ AREA -mac TO BE i STABILIZED & RESEED W g91.33. SCALE: I/32" = I'_0" .0 TWO IsTA AREA TO BE RESEED TOP SOIL STOCK PILE AREA 350 SF. sEvA`-� MEAN HIGH WATER N, z Y z z r.. L x e 37.0' )C) N N z N V/ 30DO 1 J LID 11 Nr 1 Q 3 Q CD 0 1 Or a U m. m 1 m m 153.71' WP�R M� APRON 1,418-14 i �oN�RETE G11RB E R LAN KIMBERLY NOTE: REFER TO PECONIC SURVEYORS DRAWING FOR NEW DRYWELL AND SEPTIC SYSTEM INFORMATION 09-02-14 REVI5ION-1 TO PERMIT SET Q- ARCHITECT A R C H 1L ll 2 c ll 0.i S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mall: smb@smbarchitect.com Z >- O DWN. BY: NDC Q W ALL SURVEY DATA 00(-) CKD. BY: SMB W it TIE LINE �O SOLE: AS NOTED DWG. No. I I Ca Y REVI5ION-1 TO PERMIT SET W DATED: JANUARY LdO 0 W FT SETBACK -J Es U Of DATE DESCRIPTION ZONE AE < 1015 KIMBERLY LANE :3W -J 6') 00LL LOT: 8 4 12 I a� ZONfNG DISTRICT: RESpENGE W O � t\I W TO TO ' PROPOSED 135 ACRE (58050 SF) (A'- N In 409.46 FT (IRR) _ 'qt � L LOT WIDTH 150 FT Cc) I -w Ld O �zm I GATEZONE m LINE _ 15'-0" I- Wo > O�O FL00 2 q REAR YD SETBACK O - BUILDING HEIGHT 35'-0" V - YY o - 2 - WOOD BULKHEAD v wN O LOT COVERAGE 20 % (11,110 SF) Bb % (5,085 Sr) v O J RECONFIGURE PORCH STEPS m0 w" - REDUCE SIZE OF PATH.; EXTEND CURB AS REQ'faf'�_" _ AREA -mac TO BE i STABILIZED & RESEED W g91.33. SCALE: I/32" = I'_0" .0 TWO IsTA AREA TO BE RESEED TOP SOIL STOCK PILE AREA 350 SF. sEvA`-� MEAN HIGH WATER N, z Y z z r.. L x e 37.0' )C) N N z N V/ 30DO 1 J LID 11 Nr 1 Q 3 Q CD 0 1 Or a U m. m 1 m m 153.71' WP�R M� APRON 1,418-14 i �oN�RETE G11RB E R LAN KIMBERLY NOTE: REFER TO PECONIC SURVEYORS DRAWING FOR NEW DRYWELL AND SEPTIC SYSTEM INFORMATION 09-02-14 REVI5ION-1 TO PERMIT SET Q- ARCHITECT A R C H 1L ll 2 c ll 0.i S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mall: smb@smbarchitect.com DWN. BY: NDC SO UTHOLD BA Y ALL SURVEY DATA TAKEN FROM SURVEY PREPARED CKD. BY: SMB S5'17'19 "E TIE LINE 150.01' SOLE: AS NOTED DWG. No. I I SOUTHOLD NY 111311 REVI5ION-1 TO PERMIT SET DATED: JANUARY 14, 2013 W FT SETBACK ISSUED PER BLDG. DEPARTMENT COMMENTS ZONING DATA: DATE DESCRIPTION ZONE AE 1015 KIMBERLY LANE 6') SECTION: 15 BLOCK. 54 LOT: 8 4 12 I a� ZONfNG DISTRICT: RESpENGE R-40 IGNE AGR�1 t\I LOT AREA TO TO ' PROPOSED 135 ACRE (58050 SF) N ITS, FT 409.46 FT (IRR) L LOT WIDTH 150 FT 153.11 FT (IRR.) O 50'-0" I GATEZONE m LINE _ 15'-0" 15'-1" FL00 35'-0" 52'-1" REAR YD SETBACK 50'-0" - BUILDING HEIGHT 35'-0" 34'-8" (EXISTING) - YY o - 2 V2 - WOOD BULKHEAD v wN LINE SILT FENCE LOT COVERAGE 20 % (11,110 SF) Bb % (5,085 Sr) 0 EXISTING z 0 13 FIRST FLOOR ° co ZONE Y' ° IT EXISTING G ZERO � POOL STRAW BALE DIKE NO CHANGE 1 A TO BE REM /D VE O NO CHANGE - TO BE RESTORED GAZEBO AREA TO TO BE REMOVED EXISTING SEPTIC SYSTEM TO BE , BE RESE ABANDONED IN ACCORDANCE i HATH S.C.D.H.S. STANDARDS. / SOIL 1 STOCK EXISTING LEACHING POOLS TO S% ~ L PILE AREA PATIO BE CONVERTED INTOT1 350 SF. 2. DRYWELLS IN ACCORDANCE j 2 WITH S.C.D.H.S. STANDARDS. 11. ' o POOL EXISTING BUSHES TO REMAIN PORCH ECONFlGURE PORCH STEP PATIO N s / PORCH. - 11JEGL `- %I O J RECONFIGURE PORCH STEPS m0 w" - REDUCE SIZE OF PATH.; EXTEND CURB AS REQ'faf'�_" _ AREA -mac TO BE i STABILIZED & RESEED W g91.33. SCALE: I/32" = I'_0" .0 TWO IsTA AREA TO BE RESEED TOP SOIL STOCK PILE AREA 350 SF. sEvA`-� MEAN HIGH WATER N, z Y z z r.. L x e 37.0' )C) N N z N V/ 30DO 1 J LID 11 Nr 1 Q 3 Q CD 0 1 Or a U m. m 1 m m 153.71' WP�R M� APRON 1,418-14 i �oN�RETE G11RB E R LAN KIMBERLY NOTE: REFER TO PECONIC SURVEYORS DRAWING FOR NEW DRYWELL AND SEPTIC SYSTEM INFORMATION 09-02-14 REVI5ION-1 TO PERMIT SET Q- ARCHITECT A R C H 1L ll 2 c ll 0.i S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mall: smb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY PROPOSED SITE PLAN, STORMWATER MANAGEMENT DATE: 9-18-13 DWN. BY: NDC ALL SURVEY DATA TAKEN FROM SURVEY PREPARED CKD. BY: SMB BY PECONIC SURVEYORS P.C. SOLE: AS NOTED DWG. No. 1230 TRAVELER STREET SOUTHOLD NY 111311 REVI5ION-1 TO PERMIT SET DATED: JANUARY 14, 2013 01-17-14 ISSUED PER BLDG. DEPARTMENT COMMENTS ZONING DATA: DATE DESCRIPTION BY 1015 KIMBERLY LANE SECTION: 15 BLOCK. 54 LOT: 8 4 12 a� ZONfNG DISTRICT: RESpENGE R-40 IGNE AGR�1 LOT AREA REQUIRED I ACRE PROPOSED 135 ACRE (58050 SF) LOT DEPTH ITS, FT 409.46 FT (IRR) LOT WIDTH 150 FT 153.11 FT (IRR.) FRONT YD SETBACK 50'-0" 13-11-6" SIDE YD SETBACK 15'-0" 15'-1" BOTH SIDE YARDS 35'-0" 52'-1" REAR YD SETBACK 50'-0" IS -1'-3" BUILDING HEIGHT 35'-0" 34'-8" (EXISTING) NO. OF STORIES 2 V2 2 LOT COVERAGE 20 % (11,110 SF) Bb % (5,085 Sr) FLOOR AREA CALCULATION: EXISTING PROPOSED FIRST FLOOR 3,556 SF NO CHANGE SES -OND FLOOR 841--4- 1;I1 SF (ADD 310 3F. WTHN ENVELOPE) POOL 538 SF NO CHANGE PORCH 948 SF NO CHANGE - TO BE RESTORED GAZEBO 52 SF TO BE REMOVED PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY PROPOSED SITE PLAN, STORMWATER MANAGEMENT DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL SOLE: AS NOTED DWG. No. 09-02-14 REVI5ION-1 TO PERMIT SET 01-17-14 ISSUED PER BLDG. DEPARTMENT COMMENTS NO. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY PROPOSED SITE PLAN, STORMWATER MANAGEMENT DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL SOLE: AS NOTED DWG. No. O��S�F o. o qOqD a� v ----------------------- I 1 I I I I I I I I I ❑❑------------------�❑ El: , El: ; L ----J L ----J L ----J I i I I I I � e I I I I � p GRAVEL FILL I I I I - - - - - --- GRAVEL -GRAVEL FILL w s I I- -I I- I I F - -- -------------1 I I----------------- x -I ---------------1 I I r----------------{ I r--------------------------1 I� CsRAVELFILL I --------- I x I i------------- w0 I I I I � EXISTING 2-8 x 12 - - - -� - J I - - -i I I I I c Ac I I Rawl SPACE I i I I CRAWL FACE I I I I I I I ------ I I I I I i I I I I I I I I I I �� EXISTING 3 x 12 F J. ,� ; I I i ( I CELLAR SPACE I • 16 O G. I I I 1 STAIR UP I F 17 I I I I I � ` CRAMS04 i I I x 0 I I I I I I ACCESS I ------------J I I I EXISTING 2 x 12 F.J. PANEL _ - CELLAR SPACE x � x I „ -1 w x lu I I I EXISTING 2 x 12 F.J. I I I I I I I mun-z_z-x,z- I CELLAR SPACE F `I ACCESS III � - ----_j I I PANEL a o FLS EXISTING— I I --- I NEW LOCATION • Ex1sTn�G { ( � I I { 1— — — — —I I I I J -FOR NOUSE TRAP - FOWATION U&LS �I I I I I MEXCAVATED J— — — — — — — — — — — — r I I I I I SLAB ON GRADE ABOVE r------------------� I I I I ALL EXTERIOR FRA`IMG TO I I o I I I I I I I I BE P.T. LUMBER OR EQUAL I I x - FILL I I I I I I I I I I I I I I ---------------n11778"LVT-------J �--------------J I I - I I I -- a - I I I I n — — — — — INM COP P051TE STEPS L I <:` I — — — — —I <: t�—_ j SONOTUBE FOUVATION FOOTING MTN frim I I I I ;e I I I I I BASENENT/ FOUNDATION FLOOR PLAN O -200 5cAL.E: 1/4" = V -O" I I I I L -----------------------j I I I- — — — — — — — — — — — — — — — — — — — — — — — — --- ARCHITECT A3%CIfII R T3C.T5 S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com I 09-02-14 REVISION TO PERMIT SET NO. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD,NY BASEMENT/ FOUNDATION FLOOR PLAN jig DRAINAGE COMPUTATIONS AND LOT COVERAGE FROM S.M. BERGER ARCHITECTURE P.C. PINE NECK RDAD SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Plriil. :'h ;:a=??Zvi'AI OF Cori TrcuCT;Otd FOR A �J..... ..�... .':". �'::. �.. R W",. »3E ivC r;, 17 NAAI MAR 1 1 2014 DATE `'. "a,rr. 1. R IU /N' UC`7 APPROVED FOR MAuxIMUM Or �_ BEDR�O�S EXPIRES THREE YEARS FROM DATE OF APPROVAL BEDROOMS) SEE ATTAC:ju:L; �pEC,iAs, CONDITION GRADING PLAN AND/OR PLO -r PLAN [111,500 GALLON SEPTIC TANK 3j 6' DEEP x 8' DIAMETER LEACHING POOLS EXISTING SEPTIC SYSTEM TO BE ABANDONED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS WATER LINE TO HAVE 10' MINIMUM SEPARATION FROM SEPTIC SYSTEM DRAINAGE COMPUTATIONS RAIN RUNOFF REQUIRED CONTAINMENT HOUSE AND PORCH 4,504 SF. REQUIRED:4,504 X 1 X 0.17 = 766 CU. FT. PROVIDED DRYWELLS: [2]-8' DIAM. X 6' DEEP (42.22x6) x 2 = 506.64 CU. FT. [11— 10' DIAM. 5' DEEP (68.41x5) = 342.05 CU. FT. S84 -22'20'W (DWELUN'C USC "111 PUBLIC WATER) DoT 7 ZONING DATA: 1015 KIMBERLY LANE SECTION: 15 @LOCK: 54 70NNG 171STRICT: -c"W!F R-40 LOT: 4 A 12 tONE ACRD LOT AREA SEQUIM 1 ACRE ME= 135 ACRE (W50 SF) LOT DEPTH 175 FT 401.46 FT (M.) LOT WIDTH 150 FT 153.71 FT 01R) FRONT YD SETBACK 50'-0' 137'-6' SIDE YD SETBACK 15'-0' 15'-1' BOTH SIDE YARDS 35'-0' 52'-1' NEAR YD SETBACK 50'-0' 197'-3' NK,L.DNO HEIGHT 35'-0' 34'-9• (E)OSTNO) NO. OF STORES 2 1/2 2 LOT COVERAGE 20 X (11,770 SF) 1.6 S (5,()W SF) FLOOR AREA CALCLA_ATION: EASTNG PROPOSE; FIRST FLOOR 3,556 SF NO CHANGE SECOND FLOOR 847 SF 1.217 SRFIINO 370 SF. MMI DKLCM M 539 SF NO CHANOE PORN 948 SF NO CHANGE - TO BE RESTORED Gum 52 SF TO BE REMOVED SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY, MY 1000-70-13-20.6 SCALE 1'=30' AUGUST 1, 2013 SEPTEMBER 20, 2013 (PROPOSED PORCH) DECEMBER 2, 2013 (TEST HOLE) DECEMBER 12, 2013 (B.O.H INFO & PROP. JANUARY 10, 2014REVISIONS JANUARY 14, 2014 (REVISIONS) Ig I AREA=58,852 80. FT. TO TIE LINE LOT NUMBERS REFER TO "PARADISE BY THE BAY" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON NOVEMBER 4, 1976 AS FILE NO. 6463 El FLOOD ZONE LINE FROM FLOOD INSURANCE RATE MAP MAP NUMBER 36103CO166H SEPTEMBER 25, 2009 I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAM/L Y RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of public water, wells and cesspools shown ho from field observations and or from data obtained from o ELEVATIONS REFERENCED TO N.A.V.D. 1988 ANY AL TERA 77ON OR ADDI7701V TO IH/S SURVEY IS A VIOLA nav OF SEC7701V 7209OF THE NEW YORK STA7E EDUCA7701V LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER 77FICA 77 ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR CONIES BEAR 77 -IE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SEPTIC SYSTEM) !-1 Vis. MAR 1 7 2014 .Il TEST HOLE DATA EL 14.5' r DARK BROWN LOAM OL BROWN CLAYEY SAND SC 4' PALE MOWN FINE SAND Sr EL 2.1' 12.4' WATER IN PALE BROWN FINE SAND Sp r0.. I 17' I N. Y. S /C.N0. 4961 ONIC SURVEYORS, P.C. 31) 765-5020 FAX (631) 765-1797 P.O. BOX 909 12-30 SOUTHOLD,, NER S 971 T Dry 722 —20 50A►LE: 1/4" = I' -O" ARCHITECT S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE ---------- ---------- WALL LEGEND - EXISTING WALL - PATCN t REPAIR AS REQUIRED NEW WALLS: EXTERIOR WALL: - 1/2" PLYWOOD SI EAT14NG ON 2 x 6 STUDS • 16" O.C. W/ R-19 INSULATION. INSTALL CEDAR %4WLE SIDING W/ TYVEK PAPER INTERIOR AWLS: 1/2" GYPSUM BOARD ON 2 x 4 STUDS * 16" OjC. (l/2" GREEN BOARD ON 13ATI4ROOMS 1 1/1" CEMENT BOARD ON WET AREAS) EXISTING WALL TO BE DEMOLISEED (REFER TO M A-204 FIRST FLOOR PLAN DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 KD. BY: SMB SEAL SCALE: 1/4" = 1'-011 -�ERED,q 1CHq�RCy DWG. No. O C7 � F .(O d 1 09-02-14 REVISION TO PERMIT SET 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID NO. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY FIRST FLOOR PLAN DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 KD. BY: SMB SEAL SCALE: 1/4" = 1'-011 -�ERED,q 1CHq�RCy DWG. No. O C7 � F .(O d N NEW ROOF TO MATCH EXISTMG - TYP ON 50TH SIDES — RELOCATE HOSE BIB NEW SLOPED ROOFING AND — COMPOSITE DECKING 36" 14W RAILING MODIFY ROOF AS 8H0UN EXISTING DOOR EXTEND SECOND FLOOR TO ALIGN WITH FIRST FLOOR UlALL - VIF 2 MODIFY ROOF AS OHM SHOWER W/ METAL PAN A 1 II■ v% .L ONE I Mm M ff I �71 ff-M! AREA OF NEW 2ND FLOOR MIR BEDROOM # 3 WINDOW 4 DOOR 6' -II' 1 .1% 000mmoom 4' -II 112' 4'-101/2' L 4'-101/2' 4' -II V2' 33X42 16X84 33X42 0 m 0 m SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" OPEN TO LR BELOW NEW 2ND FLOOR W/ 2 x 10 FJ • 16" OL. - ALIGN W/ EXISTING NEW RAILING 0 2 - 11 1/8" L1C Q —2 - 11 -1/8" LVL - INSTALL NEW OAK STAIR 0 )OD FLOOR EXISTING 3 -50 NEW ROOF TO MATCH EXISTMG - TYP ON BOTH SIDES 36" 14&4 RAILING NEW SLOPED ROOFING AND COMPOSITE DECKING—] - EXISTING DOOR NEW IWILL OPENING TO MATO-q EXISTING -wv 2 x 12 FJ • — 16' oz. — UPSTAIRS FAMILY ROOM REFER TO DWG 305 (2) W-1". x 6'-8" WIC 4Q7,\-- -7 - �F 51-+S" L 5'-2' � � � � � x 12 Fzt I6" O.0 (2) 343101MULLf 3 A.50 AREA OF NEW 2ND FLOOR 3 EXISTING RAILING TO BE RAISED TO 36" RAILING TO MATCH OTHER SIDE OVEN TO DINING ROOM INSTALL POLE t SELF 2 INSTALL NEW 20 FLOOR W/ 2 x 12 FJ • 16' O.C. - ALIGN UY EXISTING MODIFY ROOF AS SHOWN EXTEND SECOND FLOOR TO ALIGN UNTH FIRST FLOOR WALL - VIF INSTALL NEW WINDOWS - MODIFY OPENING AS REWIRED INSTALL NEW WINDOW - MODIFY OPENING AS REQUIRED I R 9 0 EX BATH o I 1 EGRESS WINDOWS (2) 34410 MULL D NEWW Ouro ARCHITECT A R C' MI R TIEC. T,9 S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD,NY ( SECOND FLOOR PLAN ---------- ---------- INSTALL CEDAR SHINGLE 8IDNG v 1YVEK PAPER INTERIOR WALLS: In" GYPSUM BOARD ON 2 x 4 STUDS * 16' OL. (i/2' GREEN BOARD ON BATHROOMS t Ina CEMENT BOARD ON WET AREAS) EXISTWs WALL TO BE DEMOLISHED (REFER TO DUIG A-204 I 09-02-14 REVISION TO PERMIT SET 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID NO. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD,NY ( SECOND FLOOR PLAN ARCHITECT A 11R C4 1L11 II TIE C 11 A!Y S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com 0 Lf=c*-ND RECESSED DOWNLWTS - 4" r LED BY HALO OR EQUAL BY Cir- DAVIDOFF RESIDENCE SUWACE MOUNTED L*I4T5 SOUTHOLD, NY 511,110PLIED BY OWNER 1 ST FLOOR RECESSED WALL WASH - 4" ♦ LED BY HALO OR ECTAL BY 6C. DWN. BY: NDC SUIWACE MOUNTED eCKD. BY: SMS SUPPLIED BY C%C. PER ARCW SPEC. – — – UNDERCABINET L*Wb SUPPLIED DWG. No. BY OWNER I-0 UALL SCONCE LK,HT SUPPLIED BY OWNER 1-0 CLOSET SCONCE LT BY Gc CEILMG FAN SUPPLIED BY OWNER 1 09-02-14 REVISION TO PERMIT SET 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID NO. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY 1 ST FLOOR REFLECTED CLG. PLAN DATE: S-18-13 DWN. BY: NDC JOB NO.: 1314 eCKD. BY: SMS SEAL RED AR �I SCALE: AS NOTED Gj Hq�c DWG. No. Q: !7� ----------------------- T ----------------------- I I \ i i I i a I 1 EXISTING GYP BD CEILWs / OF DOOR 4E of DOOR I �' TO SWITCH � ----'" I BELOW ( I I , TZTOEXIS:Tr ` \ FEPLACE FA�J - - - ' :/? AFF I EXISTNG GYP BD CEILING _ - - - - - EXISTING GYP BID EXISTING GYP BD CEILING - PATCH AS \ '" " � ' CEILING LKsi-I'TNG - REQUIRED - NSTALL NEW LIGHTS 4�3 PATCH AS REQUIRED `i 6'-3' 6-3' 6'-3' I I / ICH ' = 9-1 I/S" 33\4 I 3rd h = a TO SIWTC�TO SWITCH _ _ _ _ _ ' - - - BEL BELOW / I I� , SW '\ �r 1 4&F- GH = 9'-0" CH = g'—O EXISTING GYP BD CEILING - PATCH AS = b �, ��REQUIRED -NST NEW LKsI-I'CS �� -� Io1jjjjjjjjjj� I I I -r `. TO SWITCH . - - -- r -------- -I = - GFI hLC J j—ML-cc CH = 22'x' I I I GFI Mr. J_/JL ' � 1sw I I C>tl zt;(( TO SWITCH LOW PROFILE ----------------- --------'- AOOVSWRR. `BELOW - FAN OPTION ---------� ------- .--------------�, ------ N , NEW GYP BD CEILING LICsHT - - - - - - - - - - - " / 4& 54 AFF 1 CN'= cH = 8'-0' EXISTING GYP BD CEILING - PATCH AS +r RAN REQUIRED - INSTALL NEW LIGHTS - - - SHOWER MR MR MR • I ` REPLACE FAN - - - 2ND FLOOR REFLECTED ED CE I L I NO FLAN EXISTING GYP BDCEILING -LO 50ALE: 1/411 11-011 ARCHITECT S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com LEGEND 0 RECESSED DOWN WT3 - 4" 1 LED BY HALO OR EQUAL BY G.C. SUWACE MOUNTED LIGHTS SUPPLIED BY OWNER UNDERCABNET LKsHTS SUPPLIED BY OWNER ,.0 WALL. SCONCE LKsHT SUPPLIED BY OWNER 1-0 CLOSET SCONCE LIGHT 15Y GL. MOTION SENSOR RIMER D(TERIOR FLOOD LIGHT BY GG. CEILING FAN SUPPLIED BY OWNER DATE: 9-I6-13 DWN. BY: NDC JOB NO.: 1314 5>11' BY: SMB SEAL WRE� q6'.0 SCALE: AS NOTED DWG. No. �✓��5 OM\CHg,�: y/)� z 4 y0 A � O y 09-02-14 REVISION TO PERMIT SET 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID N0. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY SECOND FLOOR REFLECTED CEILING PLAN DATE: 9-I6-13 DWN. BY: NDC JOB NO.: 1314 5>11' BY: SMB SEAL WRE� q6'.0 SCALE: AS NOTED DWG. No. �✓��5 OM\CHg,�: y/)� z 4 y0 A � O ADDITION / RENOVATION TO DAVIDOFF RESIDENCE 10 15 KIMBERLY LANE G;rENERAL NOTES: 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE RULES AND REGULATIONS OF THE LOCAL BUILDING DEPARTMENT, THE NEW YORK STATE BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CODE, 2. DIMENSION FIGURES INDICATED SHALL BE TAKEN IN PREFERENCE TO SCALING OF DRAWINGS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL FIELD MEASUREMENTS. 4. ALL NEW WORK WITHIN EXISTING AREAS SHALL MATCH WITH EXISTING MATERIALS AND FINISHED UNLESS OTHERWISE NOTED. 5. PROVIDE MIN. 12" COPPER FLASHING AT ALL NEW EXTERIOR OPENINGS AND AT PLACES WHERE NEW ROOF CONSTRUCTION MEETS WALLS AND ADJOINING ROOFS. CONTRACTOR SHALL COORDINATE ALL WORK SCHEDULES WITH OWNER. 6. CONTRACTOR SHALL PROVIDE AN ALL INCLUSIVE JOB AND MAINTAIN A CLEAN JOB SITE AT THE END OF EACH WORK DAY. CONTRACTOR SHALL VISIT PROJECT SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING. ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 8. PROTECT THE OWNERS PROPERTY FROM ALL DAMAGE RELATED TO CONSTRUCTION ACTIVITIES DURING THE COURSE OF THE WORK. REPLACE AND REPAIR ALL DAMAGED ITEMS WITH EQUAL AND MATCHING MATERIALS AND METHODS AS APPROVED BY THE OWNER. a CAULK ALL DISSIMILAR SURFACES FOR MOISTURE CONTROL WITH SILICON BASE. COLOR TO MATCH LOCATIONS AS REQUIRED AND AS DIRECTED IN FIELD. IO. IT IS THE INTENT OF THIS PLAN TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED ADDITION. HOWEVER THERE ARE FIELD CONDITIONS THAT MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 11, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL OF ALL CUSTOM CABINETRY WORK AND OTHER ITEMS AS REQUESTED BY ARCHITECT. CONTRACTOR SHALL PROVIDE OWNER WITH ALL OWNERS MANUALS FOR ITEMS INSTALLED. SOUTHO D, NY FRAMING NOTE5: 1. ALL FRAMING LUMBER TO BE GRADE MARKED AND BE HEM -FIR 01 OR BETTER 2. ALL STUDS TO BE 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY WINDOW SIXES WITH MANUFACTURER BEFORE COMMENCEMENT OF INSTALLATION. 4. ALL CARPENTRY WORK TO BE INSTALLED STRAIGHT, TRUE, LEVEL, PLUMB AND IN ACCORDANCE WITH GOOD PRACTICE. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE CCA TREATED WITH A 40% RETENTION GRADE MARK ALL STRUCTURAL LUMBER SHALL BE 148OF STRESS GRADE MARKED DOUGLAS FIR ALL PLYWOOD SHALL BEAR THE APA GRADE MARK AND BE DOUGLAS FIR MATERIAL OF THE TYPES SPECIFIED ON THE DRAWINGS. 5. THE CONTRACTOR IS TO PROVIDE ALL NECESSARY BLOCKING, SHORING AND TEMPORARY SUPPORT WORK TO PROTECT THE EXISTING STRUCTURE DURING THE CONSTRUCTION PROCESS. NOTIFY THE OWNER AND THE ARCHITECT OF ANY DEVIATIONS FROM THE PLANS OR DISCREPANCIES IN THE ACTUAL AS -BUILT CONDITIONS AS COMPARED TO THE CONDITIONS ASSUMED OR REPRESENTED ON THE DRAWINGS AS EXISTING CONDITIONS. 6. UNLESS DESIGNATED OTHERWISE ON THE DRAWINGS, ALL OPENINGS IN WOOD FRAME CONSTRUCTION SHALL RECEIVE HEADERS AS FOLLOWS: UP TO 4'-0" OPENINGS 2 - 2" X 6" 4'-0" TO 6'-0" 2 - 2" X 8" 6'-0" TO 8'-0" 3 - 2" X 10" 8'-0" TO 12'-0" 3 - 2" X 12" 1. OPENINGS CREATED BY THE REMOVAL OF BEARING WALLS SHALL BE TREATED A$ ABOVE. FIELD VERIFICATION OF ALL STRUCTURAL WORK SHOULD BE ACCOMPLISHED BY A LICENSED PROFESSIONAL ENGINEER PRIOR TO CLOSURE OF WALLS. 8. ALL NEW EXTERIOR WALLS AND ROOFS SHALL RECEIVE R-13 AND R-22 BATT INSULATION BETWEEN STUDS AS REQUIRED BY THE NYS ENERGY CONSERVATION CODE. S. PROVIDE FIRESTOPPING AS PER CODE REQUIREMENTS. 5TEEL NOTE5: ALL STEEL TO BE IN ACCORDANCE WITH A.I.S.C. MANUAL LATEST EDITION. CONCRETE AND MA50MR) NOTE5: 1 ALL NEW FOOTINGS TO BE ON UNDISTURBED SOIL OF 4,000 P.SR MIN. BEARING CAPACITY. 2• CONCRETE TO BE 4,000 P.S.I. AT 28 DAYS. SLABS TO HAVE STEEL TROWEL FINISH. 3 ALL MASONRY SHALL BE LAID IN MORTAR COMPOSED OF ONE PART PORTLAND CEMENT, ONE PART HYDRATED LIME AND SIX PARTS SAND BY VOLUME. COLOR OF MORTAR TO BE SELECTED BY ARCHITECT. ELECTRICAL NOTE5: I. ALL ELECTRICAL WORK TO BE UNDERWRITERS APPROVED AND TO COMPLY WITH ALL CODES. ALL WIRING SHALL BE COPPER, ELECTRICAL TO PROVIDE OWNER AND MUNICIPAL AUTHORITY WITH A NYBFU CERTIFICATE AT THE COMPLETION OF WORK 2. CONTRACTOR SHALL SUBMIT CUT SHEETS TO ARCHITECT FOR APPROVAL OF ALL ELECTRICAL ITEMS TO BE INSTALLED. FLU 51NG NOTES: 1" ALL WASTE, SOIL AND VENT PIPING TO BE SCHEDULE 40 PVC IN ABOVE GRADE AND CAST IRON IN BELOW GRADE LOCATIONS. PROVIDE SHUT OFF VALVES AND DRAIN VALVES AT ALL LOW POINTS IN SYSTEM. CONTRACTOR TO MODIFY PLUMBING TO COMPLY WITH NEW BATHROOM LAYOUT. THE ENTIRE SYSTEM IS TO BE PRESSURE TESTED AT COMPLETION. PROVIDE SEPARATE SHUT OFF VALVES ON HW AND CW MAINS FOR EACH FIXTURE GROUP. 2. ALL PLUMBING WORK TO BE TO CODE. CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTIONS. 3" ALL HW 4 CW LINES TO BE COPPER WITH .005. MAX. LEAD SOLDER CONTENT. 4. INSULATE HW t CW LINES WITH ARMOR FLEX PIPE INSULATION. ALL WASTE AND WATER LINES TO BE CONCEALED INSIDE WALLS ABOVE 5 CEILINGS OR BELOW FLOORS. CONTRACTOR SHALL SUBMIT CUT SHEETS TO ARCHITECT FOR APPROVAL 6. OF ALL PLUMBING FIXTURES TO BE INSTALLED. L15T OF DRAWING5 A-101 GENERAL NOTES A-102 SITE PLAN, ZONING INFORMATION A-201 FIRST FLOOR PLAN A-202 SECOND FLOOR PLAN A-203 FRAMING PLAN, . IMULATION PART. FOUNDATION PLAN A-204 DEMOLITION PLANS A-205 IST FLOOR REFLECTED CEILING PLAN A-206 2ND FLOOR REFLECTED CEILING PLAN A-301 KITCHEN DETAILS A-302 MASTER BATH DETAILS A-303 BAR < DINING ROOM DETAILS A-304 STAIR, DAY BED t HALLWAY DETAILS A-305 STUDY/ EXERCISE t FAMILY W. DETAILS A-401 EXTERIOR ELEVATIONS A-402 EXTERIOR ELEVATIONS A-501 BUILDING SECTIONS A-502 BUILDING SECTIONS A-601 TYPICAL BUILDING CODE DETAILS PLUMBING ALL TESTI IG BEFC�i_ i;v`. t PLUMBER CERTIFR ON LEAD CONTENT CERTIFICATE OF OC( . SOLDER USED I`,� �'l�PLY JAL ( VTR SANITARY LINE " i � PLUMBING RISER DIAGRAM A-10 1 ) No sioAu= ARCHITECT A7%Q'.HE 11T13C'"TIS S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax- (347) 436-9517 E -Mail: smb@smbarchitect.com APPROVU AS f4l -31 NOTIFY bUILNt l-; P -P, . +:� 1. AT fOLLOWIN6 INxj+.,r ; +r,;,j 1: FOUNDATION FOR RODRLI�,:, . IMULATION 4. VINAL=�@Nfii:tir fii�= ,�G MLlRfi � 011 1.s= ;" ALL tONVRI09filO114 ;ytirll , MQUIREM TA OF t t << YORK ffffk N@fi K :.., 019ION OR CONPR 1 ; NCY J MAN A N STORM WATS RU" PURSUANT TO CHARTER 131 OF THE TOWN CODE. j TAX MAP. SECTION.70 BLOCK.18 LOTmmmm2Om6 1 � 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID NO. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD,NY GENERAL NOTES ARCHITECT S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 1102 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: sinb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY PROPOSED PLAN, ZONING INFORMATION DRAINAGE COMPUTATIONS RAIN RUNOFF REQUIRED CONTAINMENT HOUSE AND PORCH 4,504 SF. REQUIRED:4,504 X 1 X 0.17 = 766 CU. FT. PROVIDED DRYWELLS: [2]-8' DIAM. X 6' DEEP (42.22x6) x 2 = 506.64 CU. FT. [1]- 10' DIAM. 5' DEEP (68.41x5) = 342.05 CU. FT. 848.69 CU. FT. (PROVIDED) > 766 CU. FT. (REQUIRED) PROPOSED SEPTIC SYSTEM 6 BEDROOM HOUSE [ 1 ] 1,500 GALLONS SEPTIC TANK [3] 6' DEEP X 8' DIAMETER LEACHING POOLS EXISTING SEPTIC SYSTEM TO BE ABANDONED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. WATER LINE TO HAVE 10' MINIMUM SEPARATION FROM SEPTIC SYSTEM 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID N0. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY PROPOSED PLAN, ZONING INFORMATION ARCHITECT A T% QA llE II T 3? G T 2 S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com WALL LEGEND: EXISTING WALL - PATCH t REPAIR AS REQUIRED NEW WALLS: EXTERIOR WALL: - 1/2" PLYWOOD SHEATHING ON 2 x 6 STUDS a Ib" O.C. W/ R-19 INSULATION. INSTALL CEDAR SHINGLE SIDING W/ TYVEK PAPER INTERIOR WALLS: 1/2" GYPSUM BOARD ON 2 x 4 STUDS 0 16" O.C. (1/2" GREEN BOARD ON BATHROOMS < 1/2" CEMENT BOARD ON WET AREAS) ---------- EXISTING WALL TO BE DEMOLISHED (REFER ---------- TO DWG A-204 PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY FIRST FLOOR PLAN DATE: 9-18-13 01-09-13 REVISED PER BLDG. DEPT. COMMENTS CKD. BY: SMB SEAL 10-23-13 ISSUED FOR BID DWG. No. NO. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY FIRST FLOOR PLAN DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL ALE: I/4" = I' -O" DWG. No. m * Q NEW ROOF TO MATCH EXISTING - TYP ON BOTH SIDES — RELOCATE HOSE BIB NEW SLOPED ROOFING AND — COMPOSITE DECKING 36" HIGH RAILING MODIFY ROOF AS SHOWN EXISTING DOOR NEW WINDOWS INSTALL NEW OAK FLOOR TO MATCH EXISTING - EXTEND TO CLOSETS NEW WINDOWS — EXTEND SECOND FLOOR TO ALIGN WITH FIRST FLOOR WALL -V� 2 MODIFY ROOF AS SHOWN SHOUTER W/ METAL PAN 1 NEW '- (2) 34310 ucl l i I I u►.ir _2o I AREA OF NEW 2ND FLOOR IM 4!-111/2' 4'-101/2' ----------------------- I in 33X42 1(pX84 4'-101/2' ----------------- Lull 33X42 OPEN TO L.R. BELOW NEW 2ND FLOOR W/ 2 x 10 FJ • 16" O.C. - ALIGN W/ EXISTING NEW RAILING 2 - 11 1/8" -LVL —2 - II 1/8" LVL— (I I I INSTALL NEW OAK STAIR SECOND FLOOR PLAN 50ALE: 1/4" = I' -O" 3 ADDITION AND RENOVATION TO WALL LEGEND: EXISTING WALL - PATCH 4 REPAIR AS REQUIRED k , NEW WALL: EXTERIOR WALL: - 1/2" PLYWOOD SHEATHING ON 2 x 6 STUDS a Ib" O.C. W/ R-19 INSULATION. INSTALL CEDAR SHINGLE SIDING W/ TYVEK PAPER INTERIOR WALLS: 1/2" GYPSUM BOARD ON 2 x 4 STUDS • 16" O.C. (1/2" GREEN BOARD ON BATHROOMS 4 1/2" CEMENT BOARD ON WET AREAS) ---------- EXISTING WALL TO BE DEMOLISHED (REFER ---------- TO DWG A-204 -50 r2 SECOND FLOOR PLAN A-502 DATE: 9-18-13 NEW ROOF TO MATCH EXISTING JOB NO.: 1314 INSTALL NEW DORMER WITH WINDOWS - TYP ON BOTH SIDES CALE: X45 NOTED M o DWG. No. m m Q INSTALL NEW WINDOWS - MODIFY 36" HIGH RAILING OPENING AS REQUIRED NEW SLOPED ROOFING AND COMPOSITE DECKING EXISTING DOOR ------ --- -- _ 10-23-13 —NEW WINL NO. - U[ - , NEW I BY ------- .,, ` EGRESS WIND CONY I t WINDOW 4 FIREPLACE b'-0' --- - --- - - -- 5' 11'-0' (3) AW31 MULLED INFILL OPENING TO CK I I EXISTING -W/ 2 12 N 16" oz. DAY B 2 I J. T A-304 ��� O -- -- UP5TA 1 RS _ - —FAMILY ROOM--- --------- -- - -- - REFER TO DWG 305 r — — I r — — — - PATCH CEILING VE- DUE - ---- I I TO SKYLIGHTS OVAL EXISTING ------- ------ CARPET I MoD _.._ _.__.. _ L EXISTING RAILING L - - - J - I I EXISTING - - OPEN TO DINING ROOM � _ I WIG " - - - - Ike WIC I n T ■ _- INSTALL POLE 4 SHELFi A EX. BEDROOM * 4 INSTALL NEW 2ND FLOOR ` W/ 2 x 12 FJ 0 16" O.C. - ALIGN W/ EXISTING --- _ (2) 34310 MULLED -- MODIFY ROOF AS - _ SHOWN WINDOWS� EX. BEDROOM * 5 EXTEND SECOND FLOOR ' TO ALIGN WITH FIRST FLOOR WALL - VIP 3 3 A-502 AREA OF NEW j _50 2ND FLOOR INSTALL NEW WINDOWS - MODIFY I OPENING AS REQUIRED I EGRESS WINDOWS I - - - - - (2) 34410 MULL}#D ARCHITECT A7%Q:RHHV➢7,C'"Tg S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO WALL LEGEND: EXISTING WALL - PATCH 4 REPAIR AS REQUIRED k , NEW WALL: EXTERIOR WALL: - 1/2" PLYWOOD SHEATHING ON 2 x 6 STUDS a Ib" O.C. W/ R-19 INSULATION. INSTALL CEDAR SHINGLE SIDING W/ TYVEK PAPER INTERIOR WALLS: 1/2" GYPSUM BOARD ON 2 x 4 STUDS • 16" O.C. (1/2" GREEN BOARD ON BATHROOMS 4 1/2" CEMENT BOARD ON WET AREAS) ---------- EXISTING WALL TO BE DEMOLISHED (REFER ---------- TO DWG A-204 1015 KIMBERLY LANE SOUTHOLD, NY SECOND FLOOR PLAN DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL REOgR CALE: X45 NOTED M o DWG. No. m m Q 0 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID NO. DATE DESCRIPTION I BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY SECOND FLOOR PLAN DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL REOgR CALE: X45 NOTED M o DWG. No. m m Q 0 NOTE: ALL EXTERIOR FRAMING TO BE P.T. LUMBER OR EQUAL EXISTING 2 x 12 F.J. • ib" O.C. NEW 2-2 x 12 LINE OF EXISTING 9 = FLOOR X � N s EXISTING F_ FOUNDATION WALLS �o a_ X N s 2-11 1/8" LVL IST1t;-9 , 1 L — — — — — — — J NEW COMPOSITE STEPS L •� SONOTUBE FOUNDATION— — — — — — — — OUNDATION-------- — —� FOOTING WIT14 REBAR z\ PARTIAL FLOOR FRAKN5 PLAN @ FRONS ENTRY -203) SGALE: 1/4" = 1'-O" ARCHITECT A T% QA IIll R Ind 3? QA Ill' 'S S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY FRAMING PLANS PART FOUNDATION PLAN DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 C . BY: SM$ SEAL\�,�EFtEDq� C SCALE: AS NOTED CHAFI� 'Ilk'Ilk DWG. No. Z N9 6 o Q� P 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID NO. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY FRAMING PLANS PART FOUNDATION PLAN DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 C . BY: SM$ SEAL\�,�EFtEDq� C SCALE: AS NOTED CHAFI� 'Ilk'Ilk DWG. No. Z N9 6 o Q� P FREMOVE WINDOWS DEMOLISH STAIRS, STEPS, WINDOWS,,- DOORS, ETC � �� II I --�- -- - - - - I DEMOLISH DECK STEPS, COLUMNS ENCLOSURES - FOUNDATION TO REMAIN A :� DEMOLITION FLAN - FIRST FLOOR -105) soALE: 3/I6" = I' -O" REMOVE EXISTING BALCONY, HALF WALL, PARTIAL ROOF, FLOOR, AWNING ETC. RELOCATE HOSE BIB I .I i REMOVE EXISTING WINDOWS, SIDING ETC. 4 MODIFY OPENING TO ALLOW FOR NEW. REMOVE DECK STEPS REMOVE WINDOWS 4 PARTIAL WALL DEMOLISH KITCHEN, WALLS, ETC. CAP/REMOVE ALL PLUMBING LINE NOT USED REMOVE EXISTING _ BALCONY, HALF WALL, PARTIAL ROOF, FLOOR, AWNING ETC REMOVE ALL WOOD DECKING - FRAME TO REMAIN. TYPICAL REMOVE BRIDGE, RAILING ET(;. - _--- ----- _- _--- DEMOLISH WALLS, WINDOWS, BATHROOM, PLUMBING FIXTURES, CLOSETS, ROOF ETC DEMOLITION FLAN - 2ND FLOOD' 50ALE: 5/16" = I' -O" I ARCHITECT S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD,NY DEMOLITION PLANS 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID N0. DATE I DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD,NY DEMOLITION PLANS 3 EXISTING CEILNG - NO CHANGE - Oct O O �- UNDER CABINET LIGHTS EXISTING CEILNG - O O NO CHANGE EXISTING CEILWx - REPLACE EXISTING GYP NO CHANGE BD CEILING WITH NEW 1 O TOE KICK ( O O O � - O 0 TOE KICK NO EXISTING CHANGE ILNG - I I O O O O O O E- NEW GYP BD CEILING IL OPEN ABOVE -4 O O O O O OPEN UNDER CABINET LIGHTS NEW GYP BD CEILING O O -O TO UPSTAIRS O O LKsHTS 4 +'4 EXISTING CLG - PATCH t � �— NEW GYP BD CEILING REPAIR AS REQUIRED 4 RECESSED LIGHTS NEW BEAD BOARD CEILING !LIGHTS O - MR 0Lj O ti L— — — — — — — — — — — — L--------------� I ----------------� FIRST FLOOR REFLECTED CEILING FLAN S�O Sr -.ALE: 1/4" = 1'-O" ARCHITECT ARID CRE R W3?Q.''IS P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com 0 - — - ,0 �-0 LEGEND RECESSED DOWNLIGHTS - 4" 1 LED BY HALO OR EQUAL SUIRFACE MOUNTED LIGHTS SUPPLIED BY OWNER UNDERCABINET LIGHTS WALL SCONCE LIGHT SUPPLIED BY OWNER CLOSET SCONCE LT CEILING FAN SUPPLIED BY OWNER DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY IST FLOOR REFLECTED CLG. PLAN DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. Y: SMB SEAL RED ARCM O�\CHAFi� SCALE: AS NOTED DWG. No. '9 Fy z� 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID NO. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY IST FLOOR REFLECTED CLG. PLAN DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. Y: SMB SEAL RED ARCM O�\CHAFi� SCALE: AS NOTED DWG. No. '9 Fy z� 1.0 ARCHITECT S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com LEGEND RECESSED DOWNLIGHTS - 4" 0 LED BY HALO OR EQUAL bUFI'ACE MOUNTED LIGHTS SUPPLIED BY OWNER - — - LMERCABINET LIGHTS �-O WALL SCONCE LIGHT �-p CLOSET SCONCE LIGHT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY SECOND FLOOR REFLECTED CEILING PLAN DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL SCALE: ,45 NOTED BRED ARcy CHAHqF� 6 /)� DWG. No. � � O 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID NO. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY SECOND FLOOR REFLECTED CEILING PLAN DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL SCALE: ,45 NOTED BRED ARcy CHAHqF� 6 /)� DWG. No. � � O m 5TU17Y/r-XERG15E Rlv SCALE: 3/b"= I' -O" STUDY/EXERGISE RM' SCALE: 3/6"= 1'-0" DYKES 05511 CROUN MOLDING (TYP) DYKES "2411 FRAME MOLDING (TYP.) DYKES 02651 BASE- MOLDING (TYP.) = DOUBLE SHELVES SLIDING DOORS W/ SHELVES SINGLE HANGERS FROSTED GLASS HANGER STUDY/EXERC, I SE fizM SCALE: 3/6"= I' -O" -4 PANEL DOOR �~ MOLDING (TYP.) STUDY/EXERC,IS RM SCALE= 3/6"= 1'-0" 5 DYKES 0551t CROWN MOLDING (TYP.) DYKES 02651 BASE MOLDING (TYP.) 0 ., 5TU7Y/EXERG 15F R vi SCALE: 3/6"= 1'-0" DYKES 05511 CROL N :INC (TYP.) MOLDING (TYP.) FAMILY RK (UPPER SCALE: 3/6"= 1'-0" R POCKET NO ES 02411 FRS SING (TYP.) TV OUTLET RAILING TO :H STAIR ING ES 0265t B� DING (TYP.) 11" THICK, SINGLE PANEL DOOR SAM I LY RM. (Ufi=FER SCALE: 3/811= 1'-0" ARCHITECT S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD,NY STUDY / EXERCISE RM & FAMILY ROOM 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID NO. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD,NY STUDY / EXERCISE RM & FAMILY ROOM U-11 1/b" 31-0" I'- " I'-3" 3'-0"2'-0" 4'-41/b" 8" „. r. (4) I I - -_4 : CV DBL. 15” 1�FUSE I (BELOW) A 4 II Q F m I +-� DBL. 15" 1 TRAYS REFUSE I(BELOW)I (BELOW)I I ®® I II m II POT F'FILLER \ I I APPLIANCE STORAGE I I (BELOW) I I I � II H II � II I C II 4 II OVEN ' MIS 48" FEE N q' -b 1/2" <I TC -.,HEN SCALE: 3/6"= I' -O" DISH GAB. GLASS DOORS (ABOVE) BRACKETS UNDER OVERHANG (TYP.) L EXTERIOR DOOR TRASH SINK BASE D/W < 1 TGHEN ELEVATION SCALE: 3/6"= V -O" DRAWERS DYKES 5511 CROWN MOLDING (TYR.) DISH GAB. W/ GLASS `S' DOORS :;t- POT r POT FILLER 46" REF < 1 TC,HEN ELEVATION SCALE: 3/8"= I'-0" ISLAND SCALE: 3/6"= I' -O" TRAYS TRASH ISLANi� SCALE: 3/b"= I' -O" EXIST. WARM. POT COOK TOP POT DRAWER W/ OVEN t DRAWERS t OVEN DRAWERS MICRO <I TGHE:N ELEVATION SCALE: 3/6"= I' -O" PANTRYm I i i : \ _\ � I_—_J �� ❑ u 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID NO. DATE DESCRIPTION BY PANTR / zp 46" REF < 1 TC,HEN ELEVATION SCALE: 3/8"= I'-0" ISLAND SCALE: 3/6"= I' -O" TRAYS TRASH ISLANi� SCALE: 3/b"= I' -O" EXIST. WARM. POT COOK TOP POT DRAWER W/ OVEN t DRAWERS t OVEN DRAWERS MICRO <I TGHE:N ELEVATION SCALE: 3/6"= I' -O" PANTRYm I i i : DINING ROOM PENINSULA BEYOND <l TGHF-N ELEVATION SCALE: 5/6"= 1'-0" SINK BASE ISLAND SCALE: 3/b"■ I' -O" APPLIANCE STORAGE rH*' ISLAND SCALE: 3/6"= 1'-0" ARCHITECT A R G llE E ins ili C' rT 9 S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD,NY KITCHEN 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID NO. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD,NY KITCHEN i V C :-r O O N X O O m a a� a� _:3 Q Q 0 0 N 0 O M a v M 0% O Z m rn N Q V O 0 m J :-i M m v) m i 51-11 5/6, lum 0 5'-II/b" �. 11-0" 1,1'TR. 5A�TH / N. SCALE: 3/6"= 1'-0" SOFFIT ABOVE 5'-115/6" LU Im 4 B HOOKS Iw SHOES 5'-1 1/b" SHOWER W/ METAL PAN m FROSTED GLASS FRENCH DOORS M'TR. 5EDRO0M SCALE: 3/6"= 1'-0" TOILET SINK E3 t,�TR. 5ATH SCALE: 3/6"= 1'-0" DYKES 05511 CROWN MOLDING (TYP.) DYKES 02411 FRAME MOLDING (TYP.) cim DYKES 02651 BASE MOLDING (TYP.) ih DOUBLE SHOES HOOKS FROSTED GLASS BELTS DOUBLE HANGERS FRENCH DOORS HANGERS CLOSET/5ATH ENTR"r / 5CALE: 5/a"= r -O" 1--ITF. 5ATH SCALE: 3/6"= 1'-0" BATH TUB r 0 fV DRESSER RECESSED LIGHT SOFFIT VANITY i-vITR. 5ATH SCALE: 5/b"= 1'-0" SINK SHOWER n 1,-lTR. 5ATH SCALE: 3/b"= I'-0" FROSTED GLASS FRENCH DOORS VANITY W/ TOWEL STORAGE DYKES 05511 CROWN MOLDING (TYP.) RECESSED LIGHT SOFFIT MEDICINE CABINET W/ MIRRORED FRONT ARCHITECT 17LDD E) A R%D 0 IR H int 3 QA rT 1 S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com ADDITION AND RENOVATION TO MEDICINE CABINETI MIRRORED FRONT 1015 KIMBERLY LANE SOUTHOLD, NY MASTER BATH DATE: S-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL m RED / DWG. No. Z �0 n — \ 9TF • 01 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID NO. DATE \ BY LF/_Z__ N VANITY i-vITR. 5ATH SCALE: 5/b"= 1'-0" SINK SHOWER n 1,-lTR. 5ATH SCALE: 3/b"= I'-0" FROSTED GLASS FRENCH DOORS VANITY W/ TOWEL STORAGE DYKES 05511 CROWN MOLDING (TYP.) RECESSED LIGHT SOFFIT MEDICINE CABINET W/ MIRRORED FRONT ARCHITECT 17LDD E) A R%D 0 IR H int 3 QA rT 1 S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY MASTER BATH DATE: S-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL ALE: AS NOTED RED \c ICI-/� DWG. No. Z �0 n 9TF • 01 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID NO. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY MASTER BATH DATE: S-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL ALE: AS NOTED RED \c ICI-/� DWG. No. Z �0 n 9TF • 01 a, t v c C) O N X 0 0 m_ a� a� V Q Q 00 m '-i 0 N O 3 0 m Q m m O 0 w Z i M rn N 6 V 0 0 N J M r -I m Ln m 0 I I WINE I BROOM 3/4" 2'-0" L111/4" 4'1 FLAN - E3AR AREA SCALE: 3/b"= 1'-0" a mmuU o ptw� w PENINSULA ELEVATION - I�) I N I NO ROOD 1' SCALE: 3/6"= 1'-0" FLAN - NEVI C7 I N I NO ice' OO1� SCALE: 3/6"= 1'-0" ARCHITECT A Ilk Q: 1111 H 'T ➢: CA 11' S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY BAR DINING ROOM DATE: S-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL D ARC/S CALE: A5 NOTED DWG. No. G) PP 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID NO. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY BAR DINING ROOM DATE: S-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL D ARC/S CALE: A5 NOTED DWG. No. G) PP FLAN - 17AY SECD SCALE: 3/8"- 1.-0" 36" WIDE 5ENGI41 W/ CUSHIONt LINEN DRAWERS UNDERNEATH 24" BENCH W! CUSHIONt LINEN DRAWERS UNDERNEATH E�WY 3E17) SCALE: 3/6"= 1'-0" SGT 101 SCALE: 3/D"- I'-0" DYKES "5511 CROWN MOLDING (TYR) FLAN - HALLAA'Y CLOSET SCALE: 3/8"= 1'-01: 5CALE: 3/6"- 1.-0" -4 ARCHITECT A 7% C: M R V IL C T7 1 S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD,NY HALLWAY DAY BED DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL SCAL ' ,45 NOTED 00, DWG. No. �,�EREDq� ��� p M NgFR 'sib 4 / 70 -� 7 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID NO. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD,NY HALLWAY DAY BED DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL SCAL ' ,45 NOTED 00, DWG. No. �,�EREDq� ��� p M NgFR 'sib 4 / 70 -� 7 1 3 3 A-501 A-50 A-501 msm ROOF TYP: - MODIFY AS RE6UAR:•D EXIiTMG cHIrMEY REPLACE EWIRE ROOF ORWAIa WITH 40 YR - ARCr NTECT SEREb 1 11 111 1 EXI�TMG ROOF ----- EXI6TMG ROOF - - -....__. REPLACE ENTIM ROOF 814WA.0 WrrI4 40 YR - - — ARCHITECT NNE$ - — NEW lECOPD FLOOR - ----- ------ EXTENNON 1 WMDOW� SHMGLE &MOLMDNG NEW !DOTH sm) ------- ----- -- --- ___.__._....- ------.-----.__.—._-- OPENING -PROVIDE FLASHNG 343b 34310 34310 34310 - - --- EXCINMG ROOF - - - - - - -YylEXISTMG ROOF TYP: MOOIFT AS PWQMD _ MODIFY A6 WAAFED - - -I I I I- REPLACE ENTIRE ROOF �IiMIGLEa WITH 40 YR — - -- - -- - -- ARCHITECT OEFM EXIS EXISTWs FIRST FLOOR NEW 6TOOID 4 14' DIA PrPLIN COL111146 NW" Z- D Ll L I ILI I FRONT CLEVATION SOUTH —40 WALE. 1/4• - 11-0' EXI6TMG ROOF - MODFY Ab RECiJIRED REPLACE ENTIRE ROOF BEIM-M IUITH 40 YR ARCHITECT WRIE6 EXISTMG WMDOA Ty DO EXIBTMG GARAGE I A LEFT SIDE ELEVATION SOUTH) ------------- VALE. ------ SCALE. 1/4' - P -O" ARCHITECT S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com ADDITION AND RENOVATION TO L�I�I 1015 KIMBERLY LANE ARCHITECT S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY ELEVATIONS DATE: 9-18-13 DWN. BY: NDC JOB NO.: 131 CKD. SMB SEAL ;a.FtED qRC SCALE: I/4" = I' -O" 5 DWG. No. N 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID N0. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY ELEVATIONS DATE: 9-18-13 DWN. BY: NDC JOB NO.: 131 CKD. SMB SEAL ;a.FtED qRC SCALE: I/4" = I' -O" 5 DWG. No. N I i I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — WALE. 1/4' - V-0' WALE. 1/4' - P-0' MG ROOF TYP: Y AS Fi:QWIE:D ACE mpe ROOF LES WITH 40 YR " T SME6 SECOND FLOOR NNON OOF Tm- WfiJS�D MITE ROOF nw 40 YR SERE6 - W CCONY AND W 36' PALM EW WATER EmsRME AND E DECKMCs _ :ISTMG ROOF A6 &NOUN EW FASCIA *W G16TOM NDOW6 00% an i DOORS ARCHITECT Alr%CRERTEl? C,ITg S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY EXTERIOR ELEVATIONS DATE: S-16-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEALCALE: tE D q,Qc I/4" DWG. No. J 0 k1r, C) 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID N0. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY EXTERIOR ELEVATIONS DATE: S-16-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEALCALE: tE D q,Qc I/4" DWG. No. J 0 k1r, C) N EXISTING ROOF - MODIFY AS REQUIRED EXISTING ROOF BEYOND EXISTING CEILING EXISTING ROOF BEYOND TO BE MODIFIED - INSTALL NEW 51DIN53 EXISTING DOOR 5/4" COMPOSITE DECKING ON 2 x b SLEEPERS * 12" OjC. NEW 36" HIGH GUS RAIL - FYPON OR EQUAL NEW SLOPED EPDM ROOF ON RIGID INSULATION - PROVIDE METAL FLASHING T -INI-9 OF EXIS - BALCONY TO BE DEMOLISHED —� 3/4" PLYWOOD SHEATHING ON 2 x 8 STUDS * 12" Or- W/ INSULATION EXISTING WALL EXISTING WOOD DECK NEW 36" HIGH GUARD RAIL - FYPON OR EQUAL - SECURED TO3x8WOR EXISTING DOOR CONT. COPPER FLASHING 5/4" COMPOSITE DECKING ON 2 x 6 SLEEPERS * 12" O.G. NEW SLOPED EPDM ROOF -ON-RIG - NSULATi0C- 3-3x8- AZEK TRIM 3/4" PLYWOOD SHEATHING 2 x 8 STUDS * 12" O.C. W/ INSULATION EXISTING WIL SECTION SGxg: 1/4" = 1'-0" --------- ---------- L ------ - L `� `l� II II II II II II n \\j II II II II II I n n u II n n u n � I � II II II II �_z - ---------- MTR BEDROOM CLOSET NEW MTR BATH \� Tt7flir'�3f7f�i'1�1��11 A ALGON'r DETAIL. 66ALE: 3/4" s EXISTING CURB EXISTING FLOOR 2-3x12HOR-VIP (INSTALL IF NOT EXISTING) EXISTING CEILING - PATCH AS REQUIRED EXISTING ROOF - MODIFY AS REQUIRED EXISTING ROOF - MODIFY AS REQUIRED - REPLACE ENTIRE ROOF SHINGLES NEW ROOF - ARCHITECT SERIES ASPHALT SHINGLE ROOF ON 15' FELT ON 3/4" THK PLYWOOD ON 2 X 12 RR * 16" O.C. - PROVIDE HURRICANE CLIPS t JOIST HANGERS 2-2x12 HDR NEW WALL - CEDAR SIDING TO MATCH EXISTING W/ TYVEK PAPER ON 1/2" PLYWOOD SHEATHING t 2 x 6 STUDS * 16" O.G. W/ R-19 INSULATION ALIGN WITH EXISTING NEW 1/2" GYP BO CEILING ON 2x10 CJ*16"O.C. NEW WINDOW 2-2 x NEW I/ COLD 2-2x12 RIDGE ED NEW ROOF - ARCHITECT SERIES ASPHALT SHINGLE ROOF ON SO FELT ON 3/4" THK PLYWOOD ON 2 X 12 RR * 16" OC. - PROVIDE HURRICANE CLIPS t JOIST HANGERS R - 30 INSULATION W/ BAFFLES FASCIA t GUTTER TO MATCH EXISTING SOFFIT VENT MODIFY EXISTING ROOF AS SHOUN y NEW WALL - CEDAR SIDING TO MATCH EXISTING W/ TYVEK PAPER ON 1/2" PLYWOOD SHEATHING EXTEND FLOOR CONSTRUCTION 2 EXTEND FLOOR CONSTRUCTION t 2 x b STUDS * 16" O.G. W/ R-19 INSULATION TO NEW WALL - ALIGN WITHTO NEW WALL - ALIGN WITH ALIGN WITH EXISTING EXISTING A-501 EXISTING NEW FLOOR - 3/4" PLYWOOD SUB FLOOR ON 2 x 12 FJ, * 16" O.G. - ALIGN WITH EXISTING EXISTING WALL EXISTING IST FLOOR CONSTRUCTION EXISTING CEILING EXIST IG ROOF BEYOND TO BE — — — MODIFIED - INSTALL NEW SIDING EXISTING DOOR 5/4" COMPOSITE DECKING ON 2 x 6 SLEEPERS * 12" O.G. T- - - - - - - - - - - - - - - - - - - - NEW 36" HIGH GUARD RAIL - - FYPON OR EQUAL NEW SLOPED EPDM ROOF ON RIGID INSULATION - PROVIDE METAL FLASHING , / -------------------- I IMF: OF EXISTM --- IIMF:OFEXISTIWG —r — — — BALCONY TO BE DEMOLISHED -� L--r—r------------ ------------ _____T --- r — — — I I I I INSTALL NEW PLYWOOD FLOORING I I ON EXISTING 3 x 12 F.J. I I I I I I I I EXISTING WALL I I I I EXISTING COLUMN TO BE DEMOLISHED I I I I I I I EXISTING WOOD DECK SEDT I ON 51_'d1L.E: 1/4" = 1'-0" L 1/8" SLOPE E -- EXIST 2A 1 2 SECTION -501 A-501 sc-ALE: 1/4" = 1'-O" `� `� II II II II II II �� �� II II II II II II � SII II II II II II � � II II II II II II II u n u � I � II II II II CLOSET NEW GUEST BEDROOM MUZ EXISTING WALL EXISTING IST FLOOR CONSTRUCTION EXISTING ROOF - MODIFY AS REQUIRED - REPLACE ENTIRE ROOF SHINGLES NEW ROOF - ARCHITECT SERIES ASPHALT SHINGLE ROOF ON 15O FELT ON 3/4" THK PLYWOOD ON 2 X 12 RR * 16" O.C. - PROVIDE HURRICANE CLIPS < JOIST HANGERS 2-2x12 HDR NEW WALL - CEDAR SIDING TO MATCH EXISTING W/ TYVEK PAPER ON 1/2" PLYWOOD SHEATHING t 2 x b STUDS * 16" O.C. W/ R-19 INSULATION ALIGN WITH EXISTING NEW 1/2" GYP BD CEILING ON 2x10 CJ*16"O.C. NEW WINDOW MODIFY EXISTING ROOF AS SHOWN EXTEND FLOOR CONSTRUCTION TO NEW WALL - 3/4" PLYWOOD SUBFLOOR ON 2 x 12 FJ * 16" O.C. EXISTING WALL EXISTING IST FLOOR CONSTRUCTION ARCHITECT A T% Q, RE H T 3? C rT g S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY SECTIONS DATE: S-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL ?,ED ARCy : SC 1/4" = 1'-01 DWG. No. CHAF/J a G) V� 0 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID NO. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY SECTIONS DATE: S-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL ?,ED ARCy : SC 1/4" = 1'-01 DWG. No. CHAF/J a G) V� 0 NEW ROOF - ARCHITECT SERIES ASPHALT SHMGLE ROOF nN 150 FFI T M VA" TWIC PLYWOOD ON i PROVIDE HU" HANGERS 2-2x12 HDR 1/2" GYP BD a NEW WALL 4 0 LINE OF ROOF EXISTING ROOF EXISTING DOOf NEW C.OMPOSIT 2x10FJ. •16" - -2-cPT BE NEW 12" X 12" G 24"x24"x12"1 SEGTION TH U DAY5ED DORMER SOLE: 1/4" - 1'-0" SEDT 1 ON SCALE: 1/4" = 1'-0" EXISTING ROOF EXISTING GUARD RAIL EXISTING FLOOR EXISTING WALL EXISTING FLOM IST1pG ROOF -REPLACE PHALT SHINGLE ROOFING 1111/6" LYL FLUSH HOR AD BOARD CEILING (STING WALL - MODIFY AS MIRED U 14" DIA FYPON COLUMN MPOSITE FLOORING ON 2 F.J. • 16" O.C. 2 x 12 P.T. IBM U STEPS WITH HANDRAIL U TWEE WALL - 2 x 6 IDS 0 16" O.C. NC. STEP STOOP ISTING FOUNDATION WALL - VIF U (2) S" DIA 60NOTUBE t DARE FOOTING MPACTED SOIL t GRAVEL ARCHITECT AT% QA ERIIT.'23QA7g S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY EXTERIOR ELEVATIONS DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL gTEI?Fo� CALE: 1/4" Q- O M/Cti 'A� DWG. No. n L ~ 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID N0. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY EXTERIOR ELEVATIONS DATE: 9-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY: SMB SEAL gTEI?Fo� CALE: 1/4" Q- O M/Cti 'A� DWG. No. n L ~ /V' Di 4�JUST45L I41�1i� 51MPSON STRONG -TIE LSU26 -2X6 L56U28-2X8,2X10,OR 2X12 SIMPSON STRONG -TIE NRC 22 ALL WOOD IS TO BE TREATED WITH WITH ACQ (ALKALINE COPPER QUATERNARY). ENVIRONMENTAL FRIENDLY PRESERVATIVE AND ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 1/4" MIN.20 6AU6 COIL 5TRAP. @4 tl�E� �oNN�CT►oN5 . ga. COIL STRAP D2 ;Lsiml& oGE SON STRONG -TIE WITH (3) 86 COMMON NAILS LOCATED AT EACH END OF STRAP SIMPSON STRONG -TIE ABA44 45T�U�TUi�4L �I�� SIMPSON STRONG -TIE LSU26 -2Xro L6SU28-2X8,2X10,0R 2X12 LSTA18 WITH (3) Sd COMMON NAILS LOCATED AT EACH END OF STRAP &N �01RM1-1/4" 5T�4�PSON STRONG -TIE H'1 x 20!@a. STRAP &9 � 1 � SO N fL 4T SIMPSON STRONG -TIE HGP PLACED AT 48" O.G. SIMPSON STRONG -TIE GS20 AND LU528 NO. H2 5TRON6-TIE H I J0157 $ f=1057 CONN CTIONES 51MP50N STRONG -TIE AC SIMPSON STRONG -TIE H1 M5T21 HD2A ADDITION AND RENOVATION TO PROVIDE JOI T 51MP50N G520 OR SIMP50N G520 OR SOUTHOLD, NY HANCER5 AT 1-1/4" 20 6A. 6ALV. 1-1/4" 20 6A. GALV. DETAILS RIM J015T TC 5TRAPPIN6 MIN. 12" 5TRAPPIN6 MIN. 12" DWN. BY: NDC FLOOR J015T ON 5TUD 5URFAGE (LU528) ON 5TUD 5URFAGE SEAL Ic Iq i �pQ� Cy�F� �hQ mm Ma (3 - bd NAILS AT EA. (3 - 8d NAIL5 AT EA. END OF 5TRAP) END OF 5TRAP) OR SIMPSON STRONG -TIE GS20 AND LU528 NO. H2 5TRON6-TIE H I J0157 $ f=1057 CONN CTIONES 51MP50N STRONG -TIE AC SIMPSON STRONG -TIE H1 M5T21 HD2A FNNASILT6LA�TTACP JoIE GS20 METAL SRAP END OF STRAPI2" MIN. BEARING ON STUD SURFACE PLACED AT 48" O.C. WITH LTP4 ATTACHING MUD5ILL TO RIM JOIST OR 51MP60N MODEL 1-15T2-7 OR 1-1/2" WITH 20 ga. METAL 5TRAP (4) ad NAILS 12" MIN. BEARING ON STUD SURFACE PLACED AT EACH STUD. SIMPSON MODEL MST27 OR 1-1/2" W 20ga.�' METAL STRAP I I I I / / / i SIMPSON MODEL MST27 OR 1-1/2" W 20ga. \1 METAL STRAP I I I GRADE / 1�5T2-1 5Tf;;,:1,4f' CONNECTION IDET41L SIMPSON STRONG -TIE MST27 OR 1-1/2" WITH 20a. METAL STRAP (4) 8d NAILS 12" MIN. BEARING ON STUD 5URFAC PLACED AT EACH ANCHOR BOLT, (48" O.C. FOR SLAB). Sf��� 1VIOUNT �4NC�� 51MPSON STRONG -TIE LUS 28 51MP50N G520 OR 1-1/4" 20 6A. 6ALV.- 5TRAPPIN6 MIN. 12" ON STUD 5URFAGE (3 - bd NAILS AT EA. END OF 5TRAP) GUT IENGTH END LENGTH _ GLEAF SPAN END LENGTH ,5TUD TO 5TU[D CONNECTION 51MP5ON STRONG -TIE C520 ARCHITECT ARCH E V34'C."T0 S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY TYPICAL DETAILS DATE: S-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY- 5M$ SEAL Ic Iq i �pQ� Cy�F� �hQ mm Ma AL E : A5 NOTED DWG. No. 01-09-13 REVISED PER BLDG. DEPT. COMMENTS i 10-23-13 ISSUED FOR BID N0. DATE DESCRIPTION BY 1 I FNNASILT6LA�TTACP JoIE GS20 METAL SRAP END OF STRAPI2" MIN. BEARING ON STUD SURFACE PLACED AT 48" O.C. WITH LTP4 ATTACHING MUD5ILL TO RIM JOIST OR 51MP60N MODEL 1-15T2-7 OR 1-1/2" WITH 20 ga. METAL 5TRAP (4) ad NAILS 12" MIN. BEARING ON STUD SURFACE PLACED AT EACH STUD. SIMPSON MODEL MST27 OR 1-1/2" W 20ga.�' METAL STRAP I I I I / / / i SIMPSON MODEL MST27 OR 1-1/2" W 20ga. \1 METAL STRAP I I I GRADE / 1�5T2-1 5Tf;;,:1,4f' CONNECTION IDET41L SIMPSON STRONG -TIE MST27 OR 1-1/2" WITH 20a. METAL STRAP (4) 8d NAILS 12" MIN. BEARING ON STUD 5URFAC PLACED AT EACH ANCHOR BOLT, (48" O.C. FOR SLAB). Sf��� 1VIOUNT �4NC�� 51MPSON STRONG -TIE LUS 28 51MP50N G520 OR 1-1/4" 20 6A. 6ALV.- 5TRAPPIN6 MIN. 12" ON STUD 5URFAGE (3 - bd NAILS AT EA. END OF 5TRAP) GUT IENGTH END LENGTH _ GLEAF SPAN END LENGTH ,5TUD TO 5TU[D CONNECTION 51MP5ON STRONG -TIE C520 ARCHITECT ARCH E V34'C."T0 S.M. BERGER ARCHITECTURE P.C. P.O. BOX 222113 GREAT NECK, NY 11022 Tel: (516) 773-7365 Fax: (347) 436-9517 E -Mail: smb@smbarchitect.com PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY TYPICAL DETAILS DATE: S-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY- 5M$ SEAL Ic Iq i �pQ� Cy�F� �hQ mm Ma AL E : A5 NOTED DWG. No. 01-09-13 REVISED PER BLDG. DEPT. COMMENTS 10-23-13 ISSUED FOR BID N0. DATE DESCRIPTION BY PROJECT ADDITION AND RENOVATION TO DAVIDOFF RESIDENCE 1015 KIMBERLY LANE SOUTHOLD, NY TYPICAL DETAILS DATE: S-18-13 DWN. BY: NDC JOB NO.: 1314 CKD. BY- 5M$ SEAL Ic Iq i �pQ� Cy�F� �hQ mm Ma AL E : A5 NOTED DWG. No.