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1/7 1 (07 73 ---Parilot-ito 4e41.00, acLt i+t-1 &A.(s-firik-- /71euvi,-W,tim 'tar 13c).4ft fkopt- ect-tto,‘,s but (1--" Czya'fItCarti (Acir- S FWG 3' j ` 5/e7-jle _cysb -7 ad. Sul s -fr c-a-MA-j-e a-Plc.) A-was-col COY1 StYlAth-ak 64-ci((head St3 • 012-1- )0C/(4 Sem /c,1 /kr X1k/1 ) 413 )44 41 14') ii'g I to 0-14 igno. 11/&,/14 'g A Is- o_c--ope41-e4 ki is 064,4 P-g_&J (311 I-7 it< .eiLt.AT 'to ve.S6p-A_ v LF ELL,4 / -f 0600e,oE /77 /4(0 F-fs/ 5--7; 9 3 g73,Qy 4114 11°141q App?' (, 114 a , ,,„._.- BOARD MEMBERS ���if'®� $®� --- Southold Town Hall Leslie Kanes Weisman,Chairperson ���� �� ,u.P�® 53095 Main Road• P.O.Box 1179 �® '�-.I. 4 Southold,NY 11971-0959 Eric Dantes '�3 Office Location: Gerard P.Goehringer ; . + v , Town Annex/First Floor,Capital One Bank George Horning �� ` # .,`��i���r 54375 Main Road(at Youngs Avenue) Kenneth Schneider =l4'COUNTI\WI. Southold,NY 11971 0/�� http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD • Tel.(631)765-1809•Fax(631)765-9064 September 18, 2015 Frank Falino,Architect 16 Harbor Road Port Washington,NY 11050 RE: ZBA File#6773 -Grella Dear Mr.Falino, At the Zoning Board of-Appeals-Special meeting held on September 17,-2015,the,Board Members voted unanimously to rescind the resolution to re-open the hearing on Grella#6773. This decision was based on the information you provided in letters dated August 11, 2015,August 3, 2015, and September 14,2015 with the attached revision to the garage doors and the architectural plans dated last revised 8/3/15 as pages A-0.0,A-1,A-2.1,A-2,A-3,A-4 and EX-1. The Zoning Board office will advise the building department to lift the stop work order,so you may proceed with this project. Sincef•�iy, \, < iil f�l f .0/ / - • t /r� ��"""'"11-6"A'—' Leslie Kanes Weisman Chairperson/Department Head CC: Chief Building inspector Michael Verity✓`//�/ Assistant Town Attorney Stephen Kiely Va.? BOARD MEMBERS ��i�''/ Southold Town Hall Leslie Kanes Weisman,Chairperson '���� $®�T�O 53095 Main Road•P.O.Box 1179 it ,`O 4 Southold,NY 11971-0959 Eric Dantes • 41i % Z4- ,', ,p ��� � Office Location: Gerard P.Goehringer N` G , • } � ,% Town Annex/First Floor,Capital One Bank George Horning � .4 ,,�. ,' 54375 Main Road(at Youngs Avenue) Kenneth Schneider �C�� �`t.��i••� Southold,NY 11971 ... ;" http://southoldtown.northfork.net ZONING BOARD OF APPEALS ECEIVED TOWN OF SOUTHOLD pee& ,2 av Tel.(631)765-1809 •Fax(631)765-9064 NOV 1 3 2014 • Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 6,2014 ZBA FILE: 6773 NAME OF APPLICANT: William F. Grella and Gary D. Osborn SCTM: 1000-117-7-30 PROPERTY LOCATION: 1200 First Street(adj.to Great Peconic Bay)New Suffolk,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 27, 2014, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated Aug. 21, 2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed request for less than the required front yard setback of 35 feet, less than the code required rear yard setback of 35 feet, less than the code required single side yard setback of 10 feet, and less than the code required combine side yard setback of 25 feet are EXEMPT from Coastal Consistency Review. Furthermore, the request for proposed lot coverage of 38.2%where 30% is allowed by Code, and the proposed bulkhead setback of 21 feet where 75 feet is required by Code is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. On September 16, 2014, the Board received an amended Notice of Disapproval, correcting the Zone District from R40 to MII. Based on the new Notice of Disapproval the setbacks and lot coverage changed as follows; a front yard setback required of 35 feet, minimum side yard setback of 25 feet, combined side yard setbacks of 50 feet and maximum permitted lot coverage of 30 percent. The new side yard setbacks are still exempt. However, the applicant has proposed a reduction of lot coverage from the existing 66.9% to a proposed 38.2%where 30% is allowed by code, an increase of the bulkhead setback from the existing 2 feet, to the proposed 21 feet, and the relocation and construction of a new county- certified septic system. Based upon these mitigating factors it is our recommendation that the proposed request for proposed lot coverage of 38.2% and the proposed bulkhead setback of 21 feet are therefore CONSISTENT with LWRP policy standards, and therefore is CONSISTENT with the LWRP. Furthermore, the proposed construction of more than the code permitted 2.5 stories is proposed to render the structure FEMA flood zone compliant, and is therefore CONSISTENT with LWRP policy standards, and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The applicant's property is a 3621 sq. ft. parcel in the MII Zone. The property has 3512 sq. ft. of buildable land. The northerly lot line is adjacent to a single-family dwelling similarly Page 2 of 3—November 6,2014 ZBA#6773—Grella/Osborn SCTM#1000-117-7-30 located in the MII Zone. The easterly lot line abuts the waters of Great Peconic Bay. The southerly lot line is adjacent to a larger property currently serving as a boat yard also located within the MII Zone. The westerly lot line lies along First(1St) Street.A large portion of the property is located in FEMA flood zone VE el 8,with almost all of the rest of the property located in FEMA flood zone AE el 6. BASIS OF APPLICATION: Request for Variances from Articles XXIII,XXII and III, Sections 280-56,280-116B and 280-14 (Bulk Schedule)and the Building Inspector's August 7, 2013, amended and renewed May 19,2014, amended June 2,2014, amended July 14, 2014,Amended September 16, 2014 Notice of Disapproval based on an application for building permit for partial demolition,reconstruction, additions and alterations of an existing single family dwelling, at; 1) less than the code required front yard setback of 35 feet, 2)less than the code required single side yard setback of 25 feet, 3)less than the code required combined side yard setback of 50 feet,4)more than the code permitted maximum lot coverage of 30%, 5)less than the code required bulkhead setback of 75 feet, 6)more than the code permitted 2 stories. RELIEF REQUESTED: The applicant requests Six (6) variances to partially demolish, reconstruct, and make additions and alterations to an existing single family dwelling with 1) a proposed front yard setback of 3 feet, where 35 feet is required by Code; 2) a proposed 2.7 ft. side yard setback where 25 feet is required; 3) a proposed combined 13 feet side yard setback where 50 feet is required; 4) a proposed lot coverage of 38.2%, where a maximum of 30% is allowed; 5) a variance for a proposed bulkhead setback of 21 feet where 75 feet is required by code; and 6) a proposed building height of three (3) stories, where no more than two (2) stories are allowed by Code. ADDITIONAL INFORMATION: The file contains a document published Dec. 19, 2013 by the NYS Dept. of State, Division of Building Standards and Codes, and designated as a Uniform Fire Prevention and Building Code Technical Bulletin titled "Determination of Stories Above Grade in elevated One- and Two-Family Dwellings in Flood Zone Hazard Areas,"which was deemed to be inapplicable to this application in a related code interpretation (see ZBA File #6789).The file contains a Letter of Non-Jurisdiction from the NYSDEC dated Aug. 16, 2013.The file also contains a letter submitted from a neighbor living on the opposite side of 1st St. who is objecting to the applicant's proposed project. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Sept. 4,2014, and on Oct. 2,2014, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law$267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. A single family dwelling is a permitted structure within the MII zone. The existing dwelling was constructed in 1962, without the need for any variances. The structure has a valid CO. The proposed partial demolition, reconstruction, additions and alterations to the existing single family dwelling will substantially reduce the current degree of non-conformance on this small lot. The subject structure must be elevated to FEMA requirements to protect the property. 2. Town Law 267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than with the grant of area variances. The existing structure was constructed in 1962, and is located on a small non-conforming parcel. There is no feasible conforming area on the parcel available to move the structure, even if it was feasible to move it. The new construction required to make the structure FEMA flood zone compliant cannot be done without the grant of variances. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for a front yard setback of 3 feet where 35 feet is required is mathematically substantial, representing +91% relief from the code. The variances granted herein for a single side yard setback of 2.7 feet where a minimum of 25 feet is required, and a combined side yard setback of 13 Page 3 of 3—November 6,2014 ZBA#6773—Grella/Osborn SCTM#1000-117-7-30 feet where a minimum of 50 feet is required are substantial, representing 89% and 74% relief from the code. The variance granted herein for lot coverage of 38.2% where 30% is allowed by code is substantial representing 27% relief from the code. The variance granted herein for a bulkhead setback of 21 feet where 75 feet is required by code is substantial representing 72% relief from the code. However, with the removal of the nonconforming decking and concrete planters, total lot coverage will be decreased from the current 66.9%, and the distance to the bulkhead will be increased from the current 2 feet. Moreover,there is no conforming area on this small parcel that is outside of the flood zone areas, or that is available to relocate the existing or the proposed reconstructed structure. In accordance with a related ZBA code interpretation in File# 6789, dated Nov. 6,2014, a variance for a proposed non-conforming third story required to make the existing single family dwelling FEMA compliant, is no longer required. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant will construct a new, county certified septic system. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code, and the applicable regulations of other Town, county, and state agencies. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a newly reconstructed FEMA compliant single family dwelling,while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variances as applied for, and shown on the survey drawn by John T. Metzger, Licensed Land Surveyor, last revision dated May 28, 2014. Subject to the following conditions; CONDITIONS: 1.The stone and concrete retaining wall planters in the front yard shall be removed. 2. AC equipment will be relocated to the southern side of the structure,adjacent to the marina. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey- cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes. Members Weisman (Chairperson), Schneider, Horning, Dantes, Goehringer. This Resolution was duly adopted(5-0). _ c Leslie K ani es Weisman, Chairperson Approved for filing /, /l) /2014 ,60\6; O • FRANK FALINO AIA ARCHITECT PLLC Design & Construction 16 Harbor Road, Port Washington, NY 11050 Falino@optonline.net 631-375-5513 September 14, 2015 6173 RECP,VED Southold Town Hall Annex 54375 Route 25 (Main Road) SEP 1 5 2015 PO Box 1179 FINAL MAP ZONI , Southold, NY 11971-0959 REVIEWED BY Z '' Dr APPEALS Att: Chairwoman Weisman SEE DECISION # 6773 RE: 1200 First St, New Suffolk DATED ®l /a Dear Ms.Weisman, I submit this letter to you in order to further clarifly the as-built survey, and plans, for the work performed at the above referenced property. 1. As- Built Survey: a. The actual location of the concrete foundation piers are further away (by inches) from the front and side yards than the pre-existing house foundation. b. The original rear yard setback (as measured to the OUTSIDE face of the bulkhead) has remained the same. Note: the 9/9/2015 as- built survey indicates the rear yard setback from the house to the INSIDE face of the bulkhead; when the thickness of the bulkhead is added to the mesurment, the rear yard setback remains the same as the original. 2. The Sequence of Entry to the interior staircase of the house is as follows: a. From grade at parking area below house, one may enter the vestibule, then take the staircase up to the first floor. b. From the street, one can go up a short flight of approx (5) steps to the graded area above the required septic system —then walk to the side entrance, and up the half flight of steps to the first floor. 3. The Rear Steps from the first floor to the on grade rear patio includes a • half flight down to a landing (which is approx 20 SF), which then turns 90 degrees to continue down against the house. This turned landing was designed to minimize the projection of the approved rear steps into the rear yard setback 4. The 2nd Fir Kit roof was changed to a low gable (in lieu of the previous hip), in order to avoid the overlay hip roof from disturbing any of the . x`113 existing roofing, skylights, and solar panels, which have not been altered; the gable framing does not interfere with the existing roof. Mitigation of Visual Height An issue has been raised by some neighbors in New Suffolk that although the overall height of the building, and the breakaway wall treatment along the perimeter of the lowest grade, are fully within Building Code, FEMA, and ZBA requirements, the building seems too high, and that (2) adjustments to the project should be made: 1. Adding opaque film to the north facing window of the proposed 2nd floor window seat 2. Finish of over head garage doors with open lattice or louvers (to match the breakaway walls) as shown on Architectural Plans and Elevations, and detailed on Sheet A-5, of the 3/23/15 ZBA Approved Plans. 1Re—g'ard, Frank Fali o AIA, LEED AP FINAL MASZB A REVIEWED BY 6113 SEE DECISI®N # CC: DATED L 1 William Grella, Owner Patricia Moore, Esq. Bruce Anderson, Consultant Stephen Kiely, Asst Town Atty _ Y q b eiq 0 on :76_ PAO/ --e-j ,0- Pkb25 (as+ r_eArd 5)0Iir 0 . S -. .. . � .. FINAL MAP ------ EVIEWE® BY ZBA SEE DECISION # �7 73 DATED `'? / t -7 / --bI c ---.717'....,,,_ . ,, _____:____ a , , J4 ..„......„......._ -,--_—_—.---... 7.—_,:. , ,.,.., .......,,.__, ----- . L............ - Th-T 1 1 .., ,, --,-_-„--------7, -___ . .„ 0,,,,,, , .;- __--- -1-7 .____:_:-..:_1.. ..1 T i - f ......mss_-,,, u. ,, :.. ---. --i.,..._,,,,;:.-...._ ;:tr.: _i,11......._ 1 i-,----7-7-- „..__,1:" ______li , .. 1 ____,._ 1 . _ J 1 1 9/14/2015 Fu I ISizeRender.jpg d T N A. N. ":, 173 x Lam. ft r u„ ",,,s,-A der - tCEDAR kaiS 1iDit �i &N2XA F€ %t rr�: r OW XS * ', "r i_ .. __ ..i.,, PeSierrjt FINAL MAP REVIEWED BY ZBA SEE DECISION #(()773 DATED / 17 / r� haps://mail.google.com/_/scs/mail-static/_/js/k=gmail.main.en.a8Gmt1D6_hw.0/m=m_i,t,it/am=PiM-BGDu3_uDWGcA0C59oMLe--93nxQ7-zz-d2cCSPYK4P9m_.. 1/I ti i NOTE: "PROGRESS" SURVEY/PLOT PLAN I. PLANTER AT STREET REMOVED / 2. JACUZZI IN REAR YARD REMOVED 1,-ii 7 23 N 3. RAISED DECK AT REAR YARD REMOVED 4. RAISED SEPTIC WALLS AND STEPS TO STREET f° � T��= I FORMED BUT NOT POURED 01AE5aF.1 CJI �i �P I Fa� I e W E S . ORCHARD ETRE„. 1 ET i 1 y O REPUTED Orin- OF LAND NO ACTION MODERATE WAVE ELAINE R® OR FORMERLY ► . MAGNOLI OF "' .1 iM SHED \ 29 o 1.2' No S82�53 Ii id 0 0 n C I.O' STEEL BULKHEAD 3.3. L 0 WOOD BULKHEAD l'eni _ ! \ 61.72' DEED LIJ i ■ is i 39,g� 1 "� ! \ 27.6' III-- ! 1 —�.�.,� WOOD TY LUO — 20 2� O JET ! BRE I LO i AK WAy WALLS \ / D.W. in >" 1 i. \ I n 1 I in 1 / tr i EXISTING 1 V I l'em2 S O \ � � / Q 3 ►r‘i li FRAMEY V I o LnCO 6/� J ;1. RESIDENCE 1 TIDAL / j--. , (PR•OP�BE RA►SEp \ //p•W. J UNp�RASND 0 i • EL.=14.3') \ I ( 1 \ m JSUFFOL 'K PER EN VI 1..,, W PROP. VESTIBUL \\ \ _ /1 I Imo- CONSV� MENTAL `�/ E FLOOD/Z:0—DN—E ): L 3 I o OCT 7 20 TING INC. ON Z ir O if 3.3' i FLOOD ZONE AE ft 1 II CEL D ZONE VE I o 3 0 ,y.�, i (EL. 6 1. Ln 0 NE; LLLLLLLLIi�Fy _� �����_ I 1 i UM 0 LL �°���—�LLLLLLL � ( Ifi Ill r� }�f J it '� ERLS: ½ I18IJ Qa.• L ► c� •APPROVED L- c�L I LL LLLLLL� I�; ANDING NOT/ °' c: laill DRAWING -J , LLL II BUILT it ...I I� 1IJII4iaTAIR/ IIO Ioi," TAIR.5 00 �� I in ' < CONC. NOT POURERwALLS AREA F I1J ir ILLED WITH U) GRASS ABOVE RAISED \ SEP71C TANK 72. 72 EL. 8.2' C� REPUTED LAND NO \\____FLOOD ZONE LINE ANNA LOR FORMERLY OF I I SURVEY SOLELY TO BE USED FOR 4 BLDG. DEPT. USE ONLY NOT TO BE USED FOR MORTGAGE OR TITLE PURPOSES FINAL MAP • OFFSETS & DIMENSIONS SHOWN NOT OFFSETS TAKEN TO REVIEWED BY ,Zg A A TO BE USED FOR THE REMOVAL, FOUNDATION SEE DECISION #(7i RELOCATION, OR LAYOUT OF FENCES, DATED / CURBS7 HEDGES, STRUCTURESS OR ANY FLOOD ZONE FROM FIRM #36103C0501H —L_ I_�G/� ELEVATIONS ARE REFERENCED TO NAVD88 SANITARY DATA FROM SITE ENGINEER PLAN © 2014 FERRANTELLO COPYRIGHTED PLOT PLAN ONLY A LICENSED LAND SURVEYOR CAN ESTABLISH BOUNDARY/PROPERTY LINES/CORNERS. CALL US FOR A STAKEOUT. STAKE YOUR CLAIM! 6 MAP OF: PROPERTY MONUMENTS HAVE NOT BEEN SET UNLESS REQUESTED. 5 LOT AS SHOWN THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. 4 LOCATED AT: NEW • SUFFOLK, TOWN OF SOUTHHOLD ANY EXTENSION OF THE USE BEYOND THE PURPOSE AGREED TO BETWEEN THE CLIENT • 3 AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. • 2 PLOT PLAN 9-9-2015 RAW SUFFOLK COUNTY, NEW YORK •IT IS HEREBY CERTIFIED THAT THIS SURVEY WAS PREPARED IN ACCORDANCE �rc.0( NE W y i AS BUILT 8/25115 CYY TAX MAP ID: f WITH THE CODE OF PRACTICE AND MINIMUM STANDARDS ADOPTED BY THE • :_.s4- .<,.. 1P�cj•FEN�q�any • No REVISION DESCRIPTION DnTE sv DIST 1000, SECTION 117.00, BLOCK 07.00, LOT 030.00 NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS ' fit' l Q • , . F • SITE DATA: MEMBER OF THE NEW YORK STATE LAND TITLE ASSOCIATION �— '7 ` <r * k FERRANTELLO LAN D SURVEYING P.C. '' O MEMBER OF THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL SURVEYORS , AREA OF PLOT=3,620.4 SG.FT. .,.. f - AREA OF HOUSE=1.369.30 SQ.FT. MEMBER OF THE NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS TOTAL LOT COVERAGE=37.6% NIP NEW YORK STATE LICENSED LAND SURVEYORS MEMBER OF THE AMERICAN SOCIETY OF CIVIL ENGINEERS . c SITE PLANNING&SUBDIVISION CONSULTANTS OA is# 5O�G2 I, BUILDING&CONSTRUCTION LAYOUT PROFESSIONALS • UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF • SOF \ - SECTION 7209 OF NEW YORK STATE EDUCATION LAW. .,ESS!0�1F PLAINVIEW,NY 11803 12 WEST MALL �K n PHONE WEBSITE:WWW.FGROUPPC.COM FAX COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S ORIGINAL SEAL • \ 516-248-2766 EMAIL: INFO@FGROUPPC.COM 516-294-8570 j AND SIGNATURE SHALL NOT BE CONSIDERED TO BE A TRUE AND VALID COPY. _ seal here SCALE: , DATE: DATUM: SURVEYED DRAFTED CHECKED SHEET: OF NOT RESPONSIBLE FOR SUB-SURFACE CONDITIONS OR ANY EASEMENTS OTHER THAN SHOWN 1"=10 6-18-2015 NAVD 1988 BY: FF BY: AER BY: FF 1 1 F:\SUFFOLK COUNTY\DIST-1000 SOUTHHOLD\DIST-1000-117-07_30\DWG\DIST-1000-117-07_30-SO.DWG 4/7/2015 11:45:52 AM EDT • • , .... �ENEI�`A L NOTES & SPECIFIC TIONS DRAWING INDEX FILE LOCATION: - A-0.0 GENERAL NOTES& PLUMBING RISER A-0.1 FRAMING DETAILS, SCHEDULES L EX1 EXISTING/DEMOLITION PLANS AND ELEVATIONS - RISIONS: GENERAL NOTES METALS MECHANICAL DIVISION 1 DIVISION 5 DIVISION 15 -111.11: 1OEv . DATEDESCRIPTION1. STRUCTURAL STEEL TO BE DESIGNED BY DISC SPECIFICATION FOR DESIGN,FABRICATION,AND ERECTION. USE 70#PER SQUARE FOOT DEAD&LIVE LOADS. A-1.0 FOUNDATION & PILE DETAILPLUMBING h. BIDDERS ARE REQUIRED TO VISIT THE SITE AND ACQUAINT THEMSELVES WITH EXISTING CONDITIONS AT THE SITE. 4/27/15 REVISION 1. FURNISH AND INSTALL NECESSARY WASTE AND WATER TO ACCOMMODATE FIXTURE AND FAUCET LOCATIONS AS PER A-2.0 GROUND PLAN . AFFIDAVITS,CERTIFICATIONS,AND/OR OTHER CREDENTIALS SHALL BE FURNISHED FOR ALL OPERATIONS AND/OR PERSONNEL REQUIRED BY CODE TO BE LICENSED, 2. ROLLED SHAPES AND PALTED SHALL CONFORM TO ASTM 572 GRADE 50 UNLESS OTHERWISE NOTED. PLANS AND CODES. -- -- A-2.1 FLOOR PLANS CERTIFIED OR OTHERWISE QUALIFIED. 3. SHOP CONNECTIONS TO BE WELDED FIELD CONNECTION TO BE 3/4"DIAMETER ASTM A-325 TYPE N CONNECTION,U.O.N.,EXCEPT WHERE FIELD WELDED IS 2. PROVIDE PROPER VENTING,TO CODE. ---- - ,, i 3. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL AND STATE BUILDING CODES AND ORDINANCES AND SHALL COMPLY WITH THE RECOMMENDATION OF THE NEW NOTED. A-3.0 SECTIONS , YORK STATE BUILDING CODE MANUAL. 4. WELDING TO COMPLY WITH AWS SPECIFICATIONS. USE E70XX ELECTRODE. 3, PRESSURE/WET TEST ALL PIPING PRIOR TO INSTALLING AND INTERIOR WALL FINISH. ------ f, 4. dRAWINGS ARE THE PROPERTY OF FRANK FALINO,ARCHITECT,PLLC.AND SHALL NOT BE REPRODUCED WITH OUT THE PERMISSION OF FRANK FALINO, 4. RELOCATE GAS,WATER,SEPTIC SUPPLY,&WASTE LINES AS REQ'D BY CODE. A-4.0 ELEVATIONS _______ , 8/3/15 C U RRENT AME N DM NT ARCHITECT,PLLC 5, ALL STEEL TO RECEIVE ONE COAT OF RUST INHIBITIVE PAINT(MINIMUM)APPLIED AT FACTORY. MECHANICAL A-5.0 BREAKAWAY WALL DETAILS _ _ _ DRAWINGS ' �. "WARNING:IT IS A VIOLATION OF THE NEW YORK EDUCATION LAW SECTION 7209.2 FOR ANY PERSON.UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 6. PROVIDE 114"ANGLE ANCHOR WITH STUD;FIELD WELD TO ALL BEAMS RESTING ON MASONRY AND CONCRETE.UNLESS OTHERWISE NOTED ON DRAWINGS A-6.0 ENLARGED BATHROOM PLANS AND ELEVATIONS PROFESSIONAL ENGINEER,ARCHITECT OR LAND SURVEYOR,TO ALTER THIS DOCUMENT IN ANY WAY.IF ALTERED,THE ALTERING PERSON SHALL COMPLY WITH THE 1. ALL HVAC EQUIPMENT AND SYSTEMS TO BE GUARANTEED FOR TWO YEARS ON ALL PARTS AND LABOR,AND FOR FIVE YEAR ' ON COMPRESSOR. REQUIREMENTS OF NEW YORK EDUCATION LAW 7209.2". A-7.0 ENLARGED BATHROOM PLANS AND ELEVATIONS __ .. 7. PROVIDE 1/2"BEARING PLATE AT ENDS OF ALL JOIST AND BEAM RESTING ON MASONRY OR CONCRETE. PROVIDE CROSS BRIDGE PER MANUFACTURERS • 2.. SEPARATE AND COMPLETE HVAC SHOP DRAWINGS,MANUFACTURERS PRINTED LITERATURE, CUTS,BROCHURES, RECOMMENDATION. A-8.0 ENLARGED KITCHEN PLANS AND ELEVATIONS _ CATALOGUES AND PERFORMANCE TABLES TO BE SUPPLIED FOR APPROVAL AND ACCEPTANCES BY OWNER PRIOR TO JOB ' -- 6. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 8. CONNECTION TO BE ANGLE CONNECTIONS UNLESS NOTED. START. U.O.N. A-9,0 ELECTRICAL DRAWINGS _ 7. THE CONTRACTOR SHALL CHECK AND VERIFY DIMENSIONS ON THE DRAWINGS WITH ACTUAL MEASUREMENTS OF ALL WORK IN PLACE AT THE SITE AND BE -- - • RESPONSIBLE FOR THE CORRECTNESS OF THEM. ANY DIFFERENCE SHALL BE REPORTED IN SUFFICIENT TIME FOR CONSIDERATION AND DIRECTION. 9. BASE PLATES TO BE ANCHORED WITH(4)3/4"DIAMETER X 6"LONG ANCHOR BOLT UNLESS OTHERWISE NOTED ON DRAWINGS. 3, FILE ALL PERMITS&PAY ALL FEES AS REQUIRED. ISSUED TO: 4. PROVIDE ALL CUTTING AND PATCHING AS REQUIRED. ALL INSTALLATIONS SHALL BE WEATHERTIGHT. 04/04/13 MTG. WITH NEW SUFFOLK 10. FABRICATOR SHALL SUPPLY SHOP DRAWINGS WITH N.Y.S.LICENSED ENGINEERS SEAL INDICATING ALL DESIGN LOADS,CONNECTIONS ERECTION DETAILS. • WALL TYPE DESCRIPTIONS 05/01/13 MTG. WITH KELLEY 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ALL LINE,GRADES AND BENCH MARKS,NECESSARY FOR PROPER EXECUTION OF THE WORK CONTRACTOR SHALL BE RESPONSIBLE TO CHECK CORRECTNESS OF SHOP DRAWINGS PRIOR TO ACCEPTANCE AND SUBMISSION TO BUILDING DEPARTMENT. 5. PROVIDE ALL ROOF AND WALL FLASHING,CAULKING AND SEALANT. 05/13 OWNER FOR REVIEW BEFORE PROCEEDING.ALL SURVEY DATA SHALL BE VERIFIED BY THE CONTRACTOR. ELECTRICAL 07/03/13 FILING SET 9. ALL WORK SHALL BE EXECUTED IN SUCH A MANNER AS TO PROTECT THE SAFETY OF ALL WORKMEN AND THE PUBLIC. ALL BARRIERS AND OTHER 11. ALL BRIDGING TO BE INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON JOISTS AND BOLTED TO END BEAMS OR WALL AT TOP AND BOTTOM CHORDS. DIVISION 16 DESCRIPTION SYMBOL KEY 11/12/13 FILING SET , , INTERIOR PARTITIONS DISCLAIMER: PRECAUTIONARY MEASURES SHALL BE BE REQUIRED FOR SAFETY DURING THE ENTIRE CONSTRUCTION OPERATION. 1. FILE ALL PERMITS AND PAY ALL FEES AS REQUIRED. DOUG-FIR#2 WOOD STUDS(VERIFY EXIST.STUD SIZE)@16"OC W/1/2"GYPSUM BOARD --=-==__ : PARALLAM GIRDER(WOLMANIZED) FILE LOCATION: STAINLESS STEEL H-3 HANGERS(TYP. CONSTRUCTION SEQUENCE: @ EA.F.J.TO GIRDER CONNECTION) NOTE: 1. LIFT EXISTING SECOND FLOOR AND ROOF STRUCTURE PROVIDE RESIDENTIAL AUTOMATIC FIRE SPRINKLER 2. DEMOLISH EXISTING FIRST FLOOR SYSTEM THROUGHOUTA REVISIONS: 2 X 12 @ 16" 2 X 12 @ 16" 3. CONSTRUCT FOUNDATION IN ACCORDANCE WITH FEMA REGULATIONS ACCORDING TO SECTION 903 OF THE 2010 RCNYS & NFPA 13D NO. DATE DESCRIPTION 10.9" 4. CONSTRUCT NEW FIRST FLOOR ON NEWn'FOUNDATION CONCRETE COLUMN A 4/27/15 REVISION 5. LOWER EXISTING SECOND FLOOR ONTO NEW FIRST FLOOR - o REINSTALLL EXISTING FENCE ON AT EXTERIOR MUD ROOM NEW SEPTIC WALL. (2)1!2"DIA.A.B. PROVIDE R PLACEME T PIERS INEWALLSSOUTH ELEVATION EXISTING ONLY. A 8/3/15 CURRENT AMENDMENT HELICAL PILE NOTES 8. THE HELICAL PILE SHALL BE CONNECTED TO THE STRUCTURE USING ., LOCATIONS. DRAWINGS / / 12"X 12"CONC.PIER W/(4)#5 A PTS APPROV1 ED STEEL BRACKET OR CAP PLATE AS •' ' o I VERTICAL REBAR AND#3 rt @ 8"_ 1. ALL PILES SHALL BE PATENTED HELICAL PILES AND APPURTANCES AS THE CASE MAY BE AS SHOWN ON DESIGN ENGINEERS PLAN. THESE __ - =�fl I} Illl x``111 I_I111r "�' "Q1 =1rf I-ITIIII�I -� -�I- LOOSE STONE FILL FURNISHED BY PREMIUM TECHNICAL SERVICES. '1, l -- 411P-4....11, - --1_1.611111L-T911111 �' CONNECTION DEVICES SHALL BEE CAPABLE OF SAFELY TRANSFERRING ��III�-I�_- -= III_ r- 12"W X6"D CONT.CONC.SLAB AT PERIMETER 2. HELICAL PILE LEAD SECTIONS SHALL BE MODEL PTS-0060 WITH ' w/411[111 /=3T =111 -L1-:1111911111-0111111s Iu=ii _ ' OVER FILTER FABRIC THE STRUCTURAL LOADS TO THE HELICAL PILE. II Ii11-1 t ' — ,i —F'_ ----17f--='1 I� FOR BREAKAWAY WALL SUPPORT �� �� �� • ;GR'! (BEYOND) A2.00 SQUARE SHAFT AND (1)6 , (1)8 AND (1)10" DIAMETER HELIX. =1� =;�IlE-[__ =f I 11= 9. WRITTEN INSTALLATION RECOROS SHALL BE OBTAINED FOR EACH II #5 REBAR @ 10°o.c.VERT. II ���,l�ll��� _- III i I'�uu i�r��� snT.,- ,�_ ;_- __ ISSUED TO: r,,.�s_:_.� �,_:�:� = .r�<��,—_r��_� LEAD SECTIONS SHALL BE 5.5' LONG. HELIX PILE EXTENSION MAY BE HELICAL PILE. THESE RECORDS SHALL INCLUDE BUT ARE NOT itI -1#5 REBAR @ 18"O.C.HORIZ. — = 11 = II • UJ APPROXIMATE 5',7', OR 10' LONG DEPENDING ON VERTICAL CLEARANCE. - II 11 Dl ---i111-�1i' �1I= 1= �I-----_ '�a 04/04/13 MTG. WITH NEW SUFFOLK nia- #5 REBAR @ 10"O.C.VERT. #5 REBAR @ 18"O.C.HORIZ. ;uiii m-1 LIMITED TO THE FOLLOW NG: 05/01/13 MTG. WITH REILLY 7 `ill #„ iq1 -�I _ II EL- a GRADE • 3. HELICAL PILES, EXTENSIONS AND APPURTANCES SHALL BE HOT A. PROJECT NAME AND/OR LOCATION. = I� rm ` 1"RIGID INSUL. - -4illi II 05/13 OWNER FOR REVIEW 0 o c • 12"X 12"CONC. CLEAN DIPPED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. B. NAME OF CONTRACTOR'S FOF�EMAN OR REPRESENTATIVE WHO • ' ��, 07/03/13 FILING SET �'' " BEAM W14#5 CONT. NEW 8"WALL REINFORCED SEPTIC IF-J 11/12/13 FILING SET ora BACKFILL 4.ALL PILE INSTALLATION OPERATIONS SHALL BE SUPERV1SED BY A WITNESSED THE INSTALLATION. i I DISCLAIMER: N.Y.S. LICENSED ENGINEER COMMISSIONED BY THE PILE INSTALLER. C. DATE AND TIME OF INSTALLATION I SYSTEM WALL °° o THE INSPECTOR SHALL KEEP A COMPLETE RECORD OF THE PILE o 1 ' ° ' DRAWINGS ARE THE PROPERTY OF FRANK _ — 1G D. LOCATION AND REFERENCE NUMBER OF EACH PILE• -#5 REBAR @ 8"O.C.EACH WAY #5 REBAR @ 8"O.C.EACH WAY- (� _--- FALINO,ARCHITECT,PLLC.AND SHALL NOT BE INSTALLATION OPERATION. I---� REPRODUCED WITHOUT THE PERMISSION OF E. DESCRIPTION OF LEAD SECTION AND EXTENSIONS INSTALLED. 41 5. HELICAL PILES SHALL BE INSTALLED TO A MINIMUM DEPTH OF 20',AND A _ _ T - c I I FRANK FALINO,ARCHITECT,PLLC 2'o" ��• F. OVERALL DEPTH OF INSTALLATIONS REFERENCED FROM THE BOTTOM —— — — I I I I-' --- WARNING:IT IS A VIOLATION OF THE NEW YORK MINIMUM CAPACITY OF 15 TONS (WORKING LOAD) OF GRADE BEAM OR PILE CAP. I EDUCATION LAW SECTION 7209.2 FOR ANY '�� 6. HELICAL PILES SHALL BE INSTALLED AS SHOWN ON THE ENGINEER'S PLAN. PERSON,UNLESS HE IS ACTING UNDER THE G. TORQUE READING FOR THE LAST THREE FEET OF INSTALLATION IF N 6"X 6"X 112" a w � > • DIRECTION OF A LICENSED PROFESSIONAL .; CAP PLATE ALL CHANGES IN PILE LOCATION MUST BE APPROVED BY THE DESIGN ENGINEER. PRACTICAL. IN LIEU OF THIS REQUIREMENT, THE TERMINAL ENGINEER,ARCHITECT OR LAND SURVEYOR,TO . ' 7. IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING Z ALTER THIS DOCUMENT IN ANY WAY.IF 1 TORQUE SHALL BE RECORDE[O AS A MINIMUM. ALTERED,THE ALTERING PERSON SHALL INSTALLATION, THE CONTRACTOR SHALL HAV1E THE OPTION OF H.ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION. COMPLY WITH THE REQUIREMENTS OF NEW REMOVING THE OBSTRUCTION, IF POSSIBLE, OR RELOCATING THE PILE, 10. THE INSTALLER'S N.Y.S. LICENSED PROFESSIONAL ENGINEER MUST YORK EDUCATION LAW 7209.2 • WITH THE DESIGN ENGINEER'S APPROVAL. THE LATTER OPTION MAY CERTIFY THE PILE INSTALLATION RECORD. A DETAIL B DETAIL ED DETAIL REQUIRE THE RELOCATION OF ADJACENT PILES. Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: 1/2" = 1-0 39'-9" i I 21'-6" I 17'-2" t - f ARCHITECTS SEAL: EXIST.SPOT EL. +6.( S- Z _i— EXIST.SPOT EL. +5.1' D 0 qspr1K F;44, /Y/ }.—.+ HP 1 I #2 I 1 #s +•-- ,j�— 1 „,RE ARC #1 0ic. -+ 1 I I STUB UP CONC TO 11 • Q •. I I--12"X12"CONC.TIE I ( SUPPORT BREAKAWAY I I �L BEAM W/445 CONT. I I WALL(ONLY) o I I (2 44/ 1 BETWEEN PILE CAPS I I ' (TYP @2) o I + = 12 0 I BELOW GRADE I 1 O ,� y • * • 3 � s/ •o I I 12"X 12"CONC.PIER #5 1-1LkiE11 VERTICAL REBAR EBAR I -� .‘ I NEW B'0"X2'0"X1'6" PN IET, PILE: PILE CAPS,TYP.6.REFER 2,0„ @ 8"O.C.HORIZONTA - W/ I PILE B I o I PILE B 4 I ( — \ HELICAL PILE:ELOW e, I L I I M / 7 1 TO DETAIL2lA1. q FRANK FALINO I HP o ._J—I— HP Li_ HP ,{ J HP I /�i''''' CE .> „- #5 I b -�- #6 I N #7 -.-1- #s wC,E1�`E � :b A —Li - -1 I > i I R 1 1 —� 2'0"xz'0"Xl'6" M I I m I I SEP .$ 1 1p? 1 ADD(2)NEW 5 TON / / TYPICAL FTG.SIZE I PILE A I v¢i PILE A I M C PILEA 1 PILE • PILES. REFER TO / ( GRAVEL o I 1. �' A PpEA . I- Li-� DETAIL 2/A 1 / / / o H-P I L ki• = I I f9 / / GRAVEL ' I I o 0 M o I I / / —� 1, T GRAVEL / / e E I�.I_ o _L� / / . ., I PILE B -. I1 7 . I I 1 : C 1 PILE 1 / / ( PILE B I ( I M / / o I 1 __--A I NOTE: FRANK FALINO T ----------- HP 12"x12" STEEL REINFORCING TO ARCHITECT, PLLC HP �-- HP J HP, L• _ _____ __.�+ #12 CONC.PIER� FOLLOWDETL'S. DESIGN & CONSTRUCTION #9 I - #10 I ---- -- #11 _I I `i.,,, y l , ELINE UP W/BM ABOVE - --...:,=;) r o I ( 16 Harbor Road I I \ I I m PILEA Port Washington, NY 11050 M qI PILE A I ' I i� Tel. 631-375-5511 '1) !1 -. I Ll-� NEW 8'0"X2'0"X1'6.. o PILE CAP EXISTING 10 TON PILE FALINO@OPTONLINE.NET T LL 16"X 8"FTG. 1 I o ADD 5 TON PILE CAST I •LAC' I ( o o ¢ ADD 5 TON PILE I v CLIENT INFO: CONCRETE STEPS I I 8"P.C.WALL I I a : .° ad I �,. .a e a .e a °• a 8,-8" I 12'10" 43 I I 17-2" -I I - •O Osborne-Grella Residence r—, _ .1 I A e— a'< a. .a• .a• oda. 'a.. :aa ,e I �— ° a •° ° , 1200 First Street I _ ' I I I f1 -I- _( 1 New Suffolk, New York _11 -1_ l,!_, HP EXIS SPO E •. , g • , _ • . 5 , . ' . • .0 ___.--__ i #16 1 < GRADE BEAM 4117 STUB UP CONC TO SUPPORT - 111_111-111-I I!-111-I I I� A- TYPICAL 1"INSUL.TO 1► 1� =1 I L-i 1—I I1—I 1—III PROJECT TITLE: BREAKAWAY WALL(ONLY) c 4 "_'1 1=111=1 11=1� • SEPARATE SEPTIC FND. TYP 2) N ��. ��. 118" OSBORNE-GRELLA RESIDENCE I— __ __.Z FROM COL.'S r_ ' PROJECT DESCRIPTION: -I B rs B 40° I 4 I #P -f- - - - - - - -I — �-• • 3,0„ I 30„ ADDITION fi A_1 L J I .• . __I - T 1 8" + 10'3" I T PHASE: 7 4 Willigall NEW SEPTIC SYSTEM r J E E s+63' 8'-0" CONSTRUCTION DOCUMENT I APPROXIMATE CHECKED BY: ISSUE DATE: I FF 07/2012 %MING WALL- - FOOTING(STRUCTURAL 1 T.W.el.+8.2' DESIGN BY OTHERS)-\ _J0 DETAIL AT Al 5, 7, 8, 9, 11, 12, B PILE CAPS C-4D FOUNDATION WALL DETAIL DRAWN BY: CURRENT DATE: TRUCTURAL • _\_._ — /2"= 1'-0° Scale: 1/2"= 1'-0" DESIGN S) • L—_—L_-�- -L__S —L__S Scale. l TMD 8/3/15 OTHERS) • DRAWINGTITLE: �. 1 . • I ,n,_ FINAL MAP FND. PLANS & DETAILS LJ .o • REVIEWED BY ZBA ���\ V,I,F,ANGLE OF FND. TO BE PARALLEL TO PROP.LINE EXIST.COLS EXISTING PIERS COULD NOT BE �j SHEET NO: PRESERVED(UNDERMINED BY SEPTIC SEE DECISION # 77• / 42'-3" / WALL CONSTRUCTION).NEW CONCRET �������� IE'S Ts BE FORMED ALONG THE WALL. DATED /�� / A4 0 • FOUNDATION PLAN 5 '44 i Scale: 1/4"= 1'-0" 39'-9" • 12'10" �� 2'0" �� 6'0" f, 17'-2" NEW ANGLED BAY FILE LOCATION: -, —�- 9'-0" 12'2" 7-3" 8" 9'-1" 1-10" Z-6" 2'-6" 7'-10" 10'-0"CL TO OUTSIDE -, A.--i , . A 31 22 ��i�►��� i 0 21 20 +� 19 da —I I► `�/i �, l 1,6„ 3,4„ 14-4" 3,�„ 1,4„ 2 1" ! `—�' 9, } REVISIONS: -II II • EXT.WALLS: j I► 1 d', o I / / s NIP TO REMAIN © NO. DATE DESCRIPTION - in , j 2X6 DBL PLATE �T `` 'i 17, ICL. 2 / EXIST• 2xs STUDS M ► o MASTER e .p\ �j 4/27/15 REVISION co I BEDROOM N -tc, — :-- I _ I / FIREPLACE 42"X26" WINDOW SEAT, 29 ,, r, 6/08/15 REVISE MASTER RELOCATED ! `"( ti•I BEDROOM • INLINE WITH------- - CL o _ _ _ NO NEW FLOOR i, �- :SANDBATH t ��— - a 1 a, s \ v / AREA. IrPARTITIONABOVE _ o / 6/16/15 ION ip O = f- N �o + O• + Y (c�=—I M�STER- L EXISTING �� / z x • �• X ,n il� = o X J BH SKYLIGHT Q EXISTI L I •'•Q'rl �� / 2X8 FJ @ 16"O.C. —� to w x "' LU :- 1 •v 8 x Y b i= I I = °° ,,, o _ - - - �, 8/3/15 CURRENT AMENDMENT / 3 - SD I IN LINE WITH DOUBLE EXIST FJ FOR NEW ® Q, , ,l �,I I M I \ - (ABOVE)TO / o N - FIN.FL. eI. - +23.6 • DRAWINGS °' �' O PARTITION WINDOW • SEAT(ABOVE)TYP. ( ` MEDICIN 4 - N REMAIN NEW POST DOUBLE •cc 1i O G CAB. Q � OO ABOVE —_ FJ BELOW. z- 0_ 0 °° DBL EXIST.FJ © 7, OO . 2x6 RR @ 16"O.C. �_ . • 1 o - �-- EXPAND SKYLIGHT WE. o,____ -�- �I 3'-4" — - - - I / N / 0 rlini- r� z = _ _ _ _ 2x6 CJ @ 16"O.C. Q� Z 28 II EXST.STL COL.- 7P 2X8 FJ 16"O.C. 'a o O ., 1 \ / O I / 2x6 RR 1s"O.C. I JII \ @ 2 1 314"X71/4' LVL cn @ T A+ - '¢ ��� I X ISSUED TO: I 11 I / 2X8 FJ @ 16"O.C. - o w Cs SD /00 cf),_ EXISTING _ �`� `��® 0L' A Q� EXISTG n 04/04/13 MTG. WITH NEW SUFFOLK O / XIST�Li `� P CL.' - m ' BALCONY `D � BALCONY 05/01/13 MTG. WITH REILLY a A "' O 1 ����� • EXI TING I HALL N `" (ABOVE) i ® 0"I.D. EXISTG COL.TO REMAIN 05/13 OWNER FOR REVIEW � T. ff.-L1 i SKYLIGHT BEDROOM N 23 - _ _ ___ - _ J 07/03/13 FILING SET o SD - FOLD TABLE j o X O 4, '�' BATHR I _ REMOVE EXIST.(2)2X8 I11/12/13 FILING SET `� o PLAYROOM N q UPSET HDR I- - - - zn DISCLAIMER: M - O = CV O , Nkr N , 0 N / 2x6 RR @16"O.C. o I�OM = L a ,NDRY N - o - N /� W!D M4-16?+, vREPLACE ' N FIN.FL. el. _ +14.3 +� _ N_ _ DRAWINGS Ac RE THE PROPERTY OF FRANK i 1 0 SOFFIT FALINO,ARCHITECT,PLLC.AND SHALL NOT BE WOOD POST UND" -',Ij � IIIFa � I I _ �•f \� I/ _ • 13 4' r '` __ - I © I ---7:11,------ KIDS ROOM 1 / y� ____ _ - ,__-<--- _� , ( � REPRODUCED WITHOUT THE PERMISSION OF EXST.STL CO '�;, • f.i • co • r" �ATHR001! 30"X33" 0 30"X33" I - --- �� _ R_MOVE N•N LOAD . ! w l FRANK FALINO,ARCHITECT,PLLC CL CLEAR MIN. �, CLEAR MIN. — — WARNING:IT IS A VIOLATION OF THE NEW YORK O _ BEARING WALL. _ 3'-0'/ O REMOVE EXISTING COLUMN I EDUCATION LAW SECTION 7209.2 FOR ANY EX.COL. EXISTG COL. I N---• �, / —, I° EXIST.WD , LIFT J TO REMAIN _ DBL 2X8 - - - �, _ _ I 1� LIFT j = POST _ _. -_ _ - O © � - w / o 'NW law I �Ll� I_J' © �� I PERSON,UNLESS HE IS ACTING UNDER THE 4 _ I I C > t W M I DIRECTION OF A LICENSED PROFESSIONAL • �- 4'-0"SMALL OPNG il / 2x6 CJ @ 16"O.C. © / �..� BEAM J II ENGINEER,ARCHITECT OR LAND SURVEYOR,TO 40. — / HALL M x' 0 ' '/ �''l1 i NEW to _ ALTER THIS DOCUMENT IN ANY WAY.IF POST FRO .,,� o > _ ____- / M PANTRY i ., , ALTERED,THE ALTERING PERSON SHALL zo _ >c-i^ COMPLY WITH THE REQUIREMENTS OF NEW ABOVE RAIL " -�' 'I, N O / \\E v I YORK EDUCATION LAW 7209.2". N N +3.8 o Q r / _= © —�- EX.SKYLIGHT Q NEW EXTERIOR ,,I _ ±3 3° 1 17 N ��. MECHANICAL UP 7R@ c�, i' o STL BM w FRAME IN ` / SD ' DN7R� CL\ o Q ( O o WALLS 2X6 @ 1 0 7-7r8"1 EA. • 16"O.C.(TYP) �, N I� -- ENDS HERE o x FLOOR Up 12 - P�/ I @� 7-Ira°HEA.' I I — co' 5'TYPE'X' 1 +I 1 r o "� C 0���/ "' , = I ©LJ CARRY ON / NEW I C 1, FIRECODE GYP. 1, N M Q/ I x © I ` KITCHEN ±3'-2" - 'I BD.AT WALLS j, ' DN @ E. � , I NEW HDR , AI 7.5"H EA' ±3'-2" © o HANG FROM • .1, 5y EXPAND DN 7R @ D \ `( A-3 AND CEILING M O DOOR HDR A-3 j I SKYLIGHT WE ' 7.5"H EA.� I O M \ POST RIDGE I it ARCHITECT S SEAL: - _ _ 7 .. — NE .(2)1-3/4" 11-70 LVL HDR. r — 1 --... I -----1-- _-_--0 =_':a .fir NEJV(2I2A:2 HDR. EXEXISTING TING 13 I•9 ® 24 }iir N W2 6 R.R. /NE ph ED q ' 4 , ® o .6 O.C. / 16 Xp 'R' L 1�1 STAINLESS STEEL 5� I T Cisr O O` RAILING AS 4'-9" 6'-1 4'-0" 0" 6'-1" 5 3'3" 15 ! j _ �� . _ _ 7 I SHELVES _ �� Q,FNK FAL/,I, ��' (3)1 314"X 11-7/8"LVL ABOVE ENTRY DOOR&WINDOWS UP PER NYS '` i 136 F/NE 2 X 6 , �I 16 J` O ��A 3'-3' • I RESIDENTIAL ROOF _ -C" Vb."'ROOF BLDG.CODE OVERHANG-/ O \I•0 * 1?�--1‘ * I ' I I OVERHANG -�— �ar- / f~ ` 2 , L-- - = —• i% / T T %�'i:0 '<D32 1 2'-1" � 1'-10" NEW GIRDER I0 t 1'-8' A-3 0p=,,r `� / 28'-5" 11'3" l CONSTRUCT GABLE IN LIEU ��o! / I I - �- / 4X4 POST cF_CON D FLOOR PLAN © 4 0 VERIFY EQUAL OF HIP OVER KITCHEN. � Scale: 1/4" = 1'-O" SPACING I I I y C-- , NOTE: FRANK FALINO 1 I I I I I PROVIDF RESIDENTIAL AUTOMATIC FIRE SPRINKLER WINDOW SCHEDULE l I — I L — -I SYSTEM THROUGHOUT A _ h FIRST FLOOR PLAN ACCORDING TO SECTION 903 OF THE 2010 RCNYS & NFPA 13D SYMBOL MFR MODEL R P _l I L_ Scale: 1/4" - '-e" 7�3 C L L ( 1---,EO ANDERSEN 400 SERIES 1'-5 1/2"X 1'-5 1/2"-5 FIX r ��IV r 7 2 ANDERSEN 400 SERIES 2'-0"X 2'-0"-4 FIX DOOR SCHEDULE O SEp 1 i015 3 ANDERS 1400 SERIES A21 -3 FIX GROUND FLOOR SECOND FLOOR O " ' T 0A�,D Op /\ �°, � CO THERMATRUE PROFILE Q O GARAGE 3'0"X 6'8" RH LIVING ROOM 5'-8"X 6'-8" SLIDER GLASS ANDERSEN ANDERSEN 400 SERIES EGRESS CASEMENT CW145 FAL,S E DOUBLE BORE STEEL DOOR _ - o ' " C En ENTRY WITH SIDE LITE77:.-0°,': LH WOOD DOUBLE BORE © PANTRY CLOSET 5'0"X 6'-8" TWIN W/BULLET CATCHES O ANDERSEN 400 SERIES EGRESS CASEMENT CW145 • SLOPE 13'E0"XX • Q LIFT DOOR 3'-0"X 3'-0" LH SINGLE BORE COAT CLOSET 2'-0"X 6'-8" RH W/BULLET CATCHES O ANDERSEN 400 SERIES 1'-0"X 3'-3" FIX FRANK FALINO T O ARCHITECT, PLLC EXISTING i I j O OH DOOR 9'-0"X 7'-0" OH AUTO OPENER Co ENTRY 3'-0"X 6.-8" RH DOUBLE BORE O ANDERSEN 400 SERIES CXW145 + P3045 + CXW145 DESIGN & CONSTRUCTION SKYLIGHT O ANDERSEN 400 SERIES CXW145 + P3045 + CXW145 16 Harbor Road © OH DOOR 9'-0"X 7'-0" OH AUTO OPENER O BATHROOM 2'-6"X 6'-8" RH SINGLE BORE Port Washington, NY 11050 II FIRST FLOOR © BEDROOM 2'-6"X6'-8" RH SINGLE BORE O ANDERSEN 400 SERIES CXW245 Tel. 631-375-5511 0 i THERMATRUE PROFILE © 10 ANDERSEN 400 SERIES EGRESS CASEMENT CW145 ENTRY BACK STEPS 3'-0"X 6'-8" LH DOUBLE BORE STEEL DOOR MASTER BEDROOM 2'-6"X 6-8" LH SINGLE BC.' FALINO@OPTONLINE.NET EXISTING SOLAR PANELS o ENTRY 4-9/16" 3'-0"X 7'-0" RH DOUBLE BORE ® MASTER BEDROOM CL. 2'-8"X 6'-8" RH W/BULLET CATCHES 11 ANDERSEN 400 SERIES EGRESS CASEMENT CW145 CLIENT INFO: 0 CLOSET 2'-0"X 7'-0" TWIN BULLET CATCHES ® MASTER BEDROOM CL. 2'-8"X 6'-8" LII W/BULLET CATCHES 12 ANDERSEN 400 SERIES EGRESS CASEMENT CW145 • 0 BATHROOM 2'-0"X T-0" RH SINGLE BORE Q u'S " B: H 2'-•"X.' L 13 ANDERSEN 400 SERIES EGRESS CASEMENT CW145 Osborne-Grella Residence - 3 1200 First Street 0 LAUNDRY 3'-0"X 7'-0" TWIN BULLET CATCHES © LAUDRY CLOSET 2'-8"X 6'-8" LH WI BULLET CATCHES ANDERSEN 400 SERIES 2'-0"X 3'-5" FIXED OVER A21-5 New Suffolk, New York 0 BEDROOM 2'-6"X 7'-0" RH SINGLE BORE el, HOLD Cf ANDERSEN 400 SERIES 2'-0"X 3'-5" FIXED OVER A21-5 — J ANDERSEN 400 SERIES 2'-0"X 3'-5" FIXED OVER A21-5 PROJECT TITLE: -- 0 BEDROOM 2'-6"X 7'-0" RH SINGLE BORE IlralP HOLD OSBORNE-GRELLA RESIDENCE © POWDER ROOM 2'-0"X 7'-0" LH SINGLE BORE ® HOLD 15 ANDERSEN 400 SERIES 1'-0"X 3'-3" FIX PROJECT DESCRIPTION: I © POWDER ROOM 2'-0"X 7'-0" RH DOUBLE BORE ANDERSEN 400 SERIES CW13 ADDITION 0 CLOSET 2'0"X 7'-0" RH BALL CATCH 411) ANDERSEN 400 SERIES CX13 + P3530+ CX13 0PHASE: - 2'-0"X 7'-0" LH SINGLE BORE 0 ANDERSEN 400 SERIES 9'-0"X 5'-0"X 21" BOX BAY W/P5035+ CW135 CONSTRUCTION DOCUMENT EXISTING SOLAR PANELS CLOSET 1'-4"X 7'-0" RH SINGLE BORE SLOPE SINGLE BORE STEEL DOOR NOTES: 19 ANDERSEN 400 SERIES CXW245 CHECKED BY: ISSUE DATE: EXISTING > (Q) MER- 3/4 HR FIRE RATED 2'-6"X T-0" RH 3/4 HOUR FIRE RATED SKYLIGHT -- DOOR CASINGS:1X4 TRIM I'F 07/2012 20 ANDERSEN 400 SERIES CXW14 _ ® HOLD FLOOR BASE:1X6 TRIM I DFAWN BY: CURRENT DATE: Z4 HALL 3'0"X 7'0" TWIN BALL CATCH CD ANDERSEN 400 SERIES I CXW14 < SLOPE FINAL MAP TMD 8/3/15 ® LINEN CLOSET 1'X7'-0" RH BULLET IMI �� ©NEWWINI'� ,� V IEYYE® DRAWING TITLE: w 22 ANDERSEN 400 SERIES CW13 SEE DECISI N # _ EXISTING SOLAR PANEI}S I o DATED ! �/ 1 FLOOR PLANS "' 28 ANDERSEN 400 SERIES 1'-0"X 3'-5" FIX ® ANDERSEN 400 SERIES CXW145-2 ROOF PLAN SLOPE SLOPE 29 ANDERSEN 400 SERIES 1'-0"X 3'-5" FIX el ANDERSEN 400 SERIES CW145 ©NEW WINDOW SHEET NO: 1 30 ANDERSEN 400 SERIES CW145 25 ANDERSEN 400 SERIES CW13 31 ANDERSEN 400 SERIES CW145 26 ANDERSEN 400 SERIES CW145 •► s2 mg , ® el ROOF PLAN NOTES: ALL WINDOWS ARE TO BE ANDERSEN LOW E STORMWATCH WINDOWS. ANDERSEN 400 SERIES ACRD20 27 Scale: 1/4" = 1'-0" FILE LOCATION: REVISIONS: . NO. DATE DESCRIPTION A 4/27/15 REVISION A 8/3/15 CURRENT AMENDMENT DRAWINGS ISSUED TO: 04/04/13 MTG. WITH NEW SUFFOLK 05/01/13 MTG. WITH REILLY I I / 39-9 O 05/13 OWNER FOR REVIEW BREEAKAWAY PERIMETER 07/03/13 FILING SET 21'-6" WALLS SEE SHEET A-5.0- 17'_6" I REMOVE WALL 11/12/13 FILING SET EXIST.SPOT EL. +6.0 ' MIST.SPOT EL. +5.1' • DISCLAIMER: IDRAWINGS ARE THE PROPERTY OF FRANK -- —11 �0(2)2x12 — � _➢ l FALINO,ARCHITECT,PLLC.AND SHALL NOT BE / AI —Q— (2)2x1 —Q— ITT_ —T] -IT(2)2x1 U ,- . -. �j� �� _L L >___ REPRODUCED WITHOUT THE PERMISSION OF / (2)2x12 m I- I FRANK FALINO,ARCHITECT,PLLC NEW 2x12 F.J.@ 16"O.C. o' / NEW?x12 F.J.@ 16"O.C. w L _ _ "WARNING:IT IS A VIOLATION OF THE NEW YORK • / / Z • NEW 2x12 F.J.@ 16"O.C. o a EDUCATION LAW SECTION 7209.2 FOR ANY a "' POST FROM ABOVE z / - O PERSON,UNLESS HE IS ACTING UNDER THE g \ I ( / / .-.,- 0 DIRECTION OF A LICENSED PROFESSIONAL o X ENGINEER,ARCHITECT OR LAND SURVEYOR,TO ;r, o _1 a ALTER THIS DOCUMENT IN ANY WAY,IF REMOVE EXISTING o o ¢ o "' -'• PROVIDER 30 INSULATION AND - L — —_J ALTERED,THE ALTERING PERSON SHALL PLANTER: �' " m MOISTURE BARRIER AT NEW FIRST `r` �_ COMPLY VVITH THE REQUIREMENTS OF NEW PATCH ROADWAY TC M I - FLOOR JOIST STRUCTURE ABOVE > YORK EDUCATION LAW 7209.2". MEET LOCAL,COUNTY, '� " AND STATE © . ., l I I \ . �- -I SPECIFICATIONS i DBL FJ \ASREQUIRED r NEW 12 X 12 PIER 1----Aa L_ O.H.GARAGE DOORS POST ABOVE (FYp) ABOVE: POST FROM ABOVE ATTACHED TO BREAKAWAY —.__ - • } — FRAMING(TYP.@ 2) EXTERIOR GRADE CA HR.)FIRECODE •-N-- 7 p — — �I L _ _ _ _ _ N GWB'DENSGLASS'WITH CEMENT w . L_ _ — _— — _ _ i, \ I / ¢ /›. POST FROM ABI)VE I O STUCCO,OR EXTERIOR PLASTER,FINISH m o — w / PARKING ON - o o • _ ¢ i� GRAVEL Z ��RED,qhs:�\ N o I S a b GRAVEL ��� FNK Fq< Cf.' ',`\ m iv° L—_I — N III I - J Q �� c , M E _=.y NEW(3)1 314"X 11 718" LVL HDR. X`� EXISTING MILT!TIERED DECK -7 * iy5�\� '�3 � - 30"CLEAR ~ �_ �� POST FROM ABOVE TINSTALLATIONOE EMOVED FOR OF DRA NAGE ( � D `Ise ^ ' `M ,- A . RINGS.NEW PAVERS SET ON "�� ����-'� (2)5114"X 117/8" _o LIFT -• LOCATE UNDER POST 00110,14,'r 1 M EXISTING GRADE EL.5.2 f 0' �� lper- I_�RALLAM(W1 u:► FROM ABOVE — O y c . _ I 0c la "{ 1 X15 '��F NE 0•el. _ +5.2' POST FROM ABOVE 2O N o — NEW FLOOD VENT INSTALLED AS PERJ 5 ( ARDOF �'�p����J GRADE el. - +5.2' I_ © 0 3-11 CODE AND MANUFACTURERS m I FRANK FALINO Z. I _ REQUIREMENTS,INCLUDING MAXIMUM o i w L ALL WALLS TO BE _ CLEARANCE ABOVE EXTERIOR GRADE c~n _ '"" o o BREAKAWAY g _ AND SQUARE FOOT OF OPERABLE J A 0 3 2 -1" - '� X DN 6R @ 8" -I EA. u_ AREA.(TYP @ 3) o • Lu E. N o 0 R RAILING AS v NEW 2x12 F.J.@ 16"O.C. M N n ¢ _ — — — — r 2 ST FLOOR PER NYS / /1:_E o -1 v 2X8 FJ RESIDENTIAL -1� ti — INSULATED WALLS AT ENTRY a — — 1 BLDG.CODE —- ; • N VESTIBULE _ — — — UF 7R 7.0' H A. I : i I I. x (2)2x12 w I - -1\ - EXIST. "'' I I > I 03 (3)2X12 A-3 , SPOT EL. v 5A I I "' CANTILEVY BEAM FOR LANDING N �_ (3)1 314"X7114" STAGGERED CLERESTORY / ___ - - - --�= PO'1 •ai'OV• T ��I -4,-+5.2' FIXED LITE n �� (2-)- x12 ,-1--- '3 . - ," •'R'L .1- e.i o k • 3'3" o LVL HDR -�- t 1 ; i = — — I ❑ ALTERNATE WOOD STAIR TO N o 11 ` , I (2)2x12 I�•\ �� DECK PLATFORM AND LOWER O T O �_ STAIR BUILT SEPARATELY �' _- i '2R�@6"HEA 1g111o C 3'-3-1/2"R.O. -STONE TEPS LOCATION OF PROPOSED NOT ATTACHED TO _ _ T MECHANICAL MOUNT ELECTRIC i J A/C CONDENSER I@ I I I I I STRUCTURE FRANK FALINO r=, 3'-2" SERVI EXISTING- --I 3'11"� OVERHANG ABOVE w POST FROM © ARCHITECT, PLLC f TONE COLUMN El Li I 1 STAIR DESIGN & CONSTRUCTION I f \ ABOVE 1ST FLOOR 2 / (3)2 X 12 ACQ,GIRDER — LANDING -}-�- _ / 16 Harbor Road (2)2X12 FJ el _ +8 2. A-3 —ill - — — 0 Port Washington, NY 11050 -41- 3'-9" 17I Tel. 631-375-5511 O (2)2X12- STAINLESS STEEL HU212 I RAISED SEPTIC - \ j �' \ FALINO@OPTONLINE.NET ------12 HDR - HANGERS(TYP.@ EA.F.J.TO GUARDRAIL PER CODE "RETAINING WALL DE IGN BY 0 HERS GIRDER CONNECTION) I T.W.el.+8.2' (� } TO BEI REMOVED JACUZZING I I CLIENT INFO: T ' 5-1/4"X11-7/8"PARALLAM BY 1 (WOLMANIZED) DESIGN BY OTHERS) I I L _ _J I — -� I GUARDRAIL PER CODE I I I Osborne-Grella Residence I CANTILEVER PERIMETER BEAM(3) I — — — — q CONCRETE- r- 3'-11" 3-1/2"X11-1/2"IN FOREGROUND !EXI;STING FENCE TO REMAIN , , I I- — — _I _1 1200 First Street I GROUND L____---1 - —{ )Z_____ (� - - - O New Suffolk, New York 1 7 — \-- EXISTING FENCE TO REMAIN PROJECT TITLE: (2). STAIR DETAIL OSBORNE-GRELLA RESIDENCE Scale: 1/4" = 1'-0" PROJECT DESCRIPTION: ADDITION 1 GROUND FLOOR PLAN PHASE:0 Scale: 1/4" = 1'-o" CONSTRUCTION DOCUMENT CHECKED BY: ISSUE DATE: FF 07/2012 DRAWN BY: ' CURRENT DATE: TMD 8/3/15 DRAWING TITLE: FINAL MAP• GROUND FLOOR PLAN REVIEWED BY ZBA 2 SEE DECISION #4 7-7 SHEET NO: DATED 9i 1 ! 1 ,,?-uif FILE LOCATION: REVISIONS: 1 NO. DATE DESCRIPTION I\ 4/27/15 REVISION &5 8/3/15 CURRENT AMENDMENT DRAWINGS ISSUED TO: 04/04/13 MTG. WITH NEW SUFFOLK . 05/01/13 MTG. WITH REILLY c"--7 7305/13 OWNER FOR REVIEW �� 07/03/13 FILING SET I`/ =D 11/12/13 FILING SET DISCLAIMER: uEP 1 .� 2015 DRAWINGS ARE THE PROPERTY OF FRANK • FALINO,ARCHITECT,PLLC.AND SHALL NOT BE BOARD LirApPESAL FRANK DFALINO AUCED IRCHITECT,PLLCTHOUT THE MISSIONOF "WARNING:IT IS A VIOLATION OF THE NEW YOM EDUCATION LAW SECTION 7209.2 FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER,ARCHITECT OR LAND SURVEYOR,TO ALTER THIS DOCUMENT IN ANY WAY.IF ALTERED,THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW 0 —+37.51--- EXISTING ROOF FRAMING / —SKYLIGHTWELL.G — 5 :NLYORK EDUCATION LAW 7209.2". %ii Y ENLARGE EXISTING . 11111111111111\b, SKYLIGHT WELL. EXISTING SKYLIGHT ��3���I►[�I:ZiZ�I,��:�:1��illd[ / NEW GABLE FRAMING APPROX.6" • EXISTING SKYL ' � .00 ��' • oo��PF.O EXISTING ATTIC FRAMING EX/ST/NG8,-, , ;�� , 4 Az svE BELOW E STING RIDGED EXISTING ATTIC FRAMING / EXIST'G R.R. '(\NG RAF NO CHANGE REPLACE EXISTING EX\S \ EXTEND WALL UP TO RR wop TFRS WINDOWS XI EXISTING CEILIN�JOISTS _ EXISTING CEILING JOiS - BEDROOM ARCHITECT'S SEAL: o -X31.6- - _ _ - fiti4111 �I REMOVE EXISTING CJ REMOVE EXISTING CJ mirli1 RED q REPLACE EXISTING HEADER - C��•`P NK FAR�y/� EXISTING WALLS EXISTING WALLS - EXISTING COLUMN p F EXISTING— WALL o EXISTING ¢ .. LIFT KITCHEN WALL STAIR HALL BATHROOM MASTER BEDROOM 6 * ? gyp ; -- - FRAMING b; ;: .._t.;, KIDS ROOM EXISTING WALLS• - /fo, 4/* 1 2STFLOORti) — _ / - j • ��`•F ,`! �j I - Z./ _ .6 EXISTING FLOOR JOISTS 2X8 FJ EXISTING FLOOR JOISTS ~ ' ! Q tLL �� EXISTING GIRDEREXISTINGFRANK FALIN EXISTING GIRDER ♦ NEW HDR XISTING GIRDER BATHROOM HALL FALINO M MECHANICAL ROOM %O� \—EXISTING COLUMN .• , FLOOR �,��� EXIST'G DECK TO RELOCATED JOISTS `` LIFT PROPOSED PLAYROOM REMAIN BATHROOM A FIRST FLOOR REFER TO BATHROOM ' (3)3-112"X 11-114"PARALLAM X 20 ELEVATION SHEETS C (2)3-112"X11-7/8"PARALLAM —NEW WALL 4 1� NEW WALL (WOLMANIZED)CONTINUOUS,CANTILEVER FOR FURTHER DETAIL CONSTRUCTION ������� N CONSTRUCTION BEAM FOR STAIR PLATFORM. - - I -TYP. a �'14.31 1ST FLOOR _ �4 - I _ I l ��,(2)2X12 FJ l,/X +13.21 0 RETAINING WALL GUARD RAIL AT TOP OF 41i I- _ I _ -II .1.13.21 , T STAINLESS STEEL 1 - T.W.el.+8.2' NEW RETAINING WALL. — i t (STRUCTURAL DESIGN VESTIBULE (2)5-1/4"X 117!8"PARALLAM--1- ARALLAM �(2)31/2"X 11.718"PARALLAM(WOLMANIZED) E N. NEW HU212 HANGERS i i ���� o 8Y OTHERS) ( ) - i s. HDR (TYP.@ EA.F.J.TO WOLMANIZED /��/ ���`a GIRDER EXTERIOR GRADE(3/4 HR. FIRECODE i i _ Z - _ EXTERIOR GRADE(%HR.) e FRANK FALINO r �� CONNECTION) GWB'DENSGLASS'WITH CEMENT i -- _ -_ FIRECODE GWB'DENSGLASS' .. - LIFT -- _� WITH C ARCHITECT, PLLC \' VESTIBULE °' r _ __ __ CEMENT STUCCO,OR 2 X 4 CEDAR BREAKAWAY _ STUCCO,OR EXTERIOR PLASTER, i DESIGN &CONSTRUCTION ` -- ,• -L- �- EXTERIOR PLASTER,FINISH STUDS OR LATTICE ` FINISH i „ d I. 1 I1 u t I. 'h, CONCRETE PROPOSED GRAVEL = „- `I` ,, 16 Harbor Road i "` IIr''r,- Lu: RAISED SEPTIC �' II ' ' - STAIR PLATFORM PROPOSED PROPOSED EXISTING GRADE Port Washington, NY 11050 r--_ "WET STORAGE" I 1PARKING — ♦�, y \\ - 0 r GRODI�®D ' `. DESIGN BY OTHERS II PARKING i Tel. 631 I i 4- I-- ui, li,_y \ 1.0 631-375-5511 i o - it-4° I I ( 1 1 I I I 12"X 12"TIE I a I I v—GRAVEL �1 IFALINO OPTONLINENET o _ i I @ .cam_ 1__L 1 1 BM.BEYOND -2.:,11.'.3 m a r--1 r- EXISTING GRADE -1..r= f 1 __i __ _T 1 L i f i CLIENT INFO: I L J 1 ";rmJ!I 1 r U T '! r 1--LT l 1--LI. EXISTING GRADE r-� r�-1 , '' , n r I I I 1 :; 1 . 1 t j I I, I 1 I I I ' �,, 1 I:34 ® li L -i---- -i L ° J I n 1 I I I SEE DET. 3/A-1 �� - - ` ■ -t--- iii .1• 2'0"X 2'0"X1'6 f a VESTIBULE CHEECK COMPACTED FILL BELOW .�" TIE BEAM TYPICAL FTG.SIZE PILE CAP APPROXIMATE SLAB ON GRAB—/ ce '1• Osborne-Grella Residence '1. • WALLS SHALL NOT TIE SLAB ON GRADE - FOOTING I: • - i T 1200 First Street -147 INTO NEW PILE CAPS AND c-' r\__ New Suffolk, New York ' GRADE BEAMS ` / \ A&B 7. PILES &Bi- PILES BEYOND. BEYOND. PROJECT TITLE: OSBORNE-GRELLA RESIDENCE 0 SECTION CONSTRUCTION SEQUENCE: 2SECTION PROJECT DESCRIPTION: Scale: 1/4" = 1.'-0" Scale: 1/4" = i'-o" ADDITION 1. LIFT EXISTING SECOND FLOOR AND ROOF STRUCTURE PHASE: 2. DEMOLISH EXISTING FIRST FLOOR 3. CONSTRUCT FOUNDATION IN ACCORDANCE WITH FEMA REGULATIONS CONSTRUCTION DOCUMENT 4. CONSTRUCT NEW FIRST FLOOR ON NEW FOUNDATION CHECKED BY: ISSUE DATE: 5. LOWER EXISTING SECOND FLOOR ONTO NEW FIRST FLOOR FF 07/2012 DRAWN BY: CURRENT DATE: TMD 8/3/15 DRAWING TITLE: NOTE: PROVIDE RESIDENTIAL AUTOMATIC FIRE SPRINKLER FINAL MAP SECTIONS SYSTEM THROUGHOUT REVIEWED BYJZBA ACCORDING TO SECTION 903 OF THE 2010 RCNYS & NFPA 13D SEE DE ISIOlel # cq23 SHEET NO: DATED I / 7 I (.a11✓ 44, AL\ '—� . i 11 FILE LOCATION: 2X12 CEDAR NAILER A GALV.3/8DIAM. \ aLAGS T/BAT EACH REVISIONS: \ o — — — - STUD(TYP.) NO. DATE DESCRIPTION A EXISTING SOLAR PANELS -- -__..I EACH SHUTTER 1/2" EXISTING SKY A 2X12 CEDAR @ 16°I 4/27/15 REVISION I WIDTH OF WINDOWS. LIGHTS _ - \ O.C.CURVE TOP. 6/08/15 REVISE MASTER f-- • BEDROOM AND BATH NEW _ �� \ 3 6/16/15 REVISION hall_11._ __ _____ _ ___ _i_r-__ ANGLED BAY L - - -- - - �� 4 7/20/15 ADD FPL DIRECT VENT CATHEDRAL CEILING0 i=i — - -- - - - , e TRIM I- - — l _ ini ii ` SIDING OVER 1/2 �' WIN L �� - CDX PLYWOOD. 8/3/15 CURRENT AMENDMENT .11.11 — — — ��.� WINDOWS 0 X31 .6 - — ( DRAWINGS V —cj I I�� 15 0 / • J,��,oH� .� REPLACE11. �, _ -� � 1 0'X 33" - 17 EXISTING 2:�•1 18 OGRESS I OGRESS EGRESS/ - CW1 X13 P3530 C3 P5035 C,W1 5 - I FIX CIO _� \ CWS�MEN` __ I CW145MEN- �- CASF,WIEN" C@ED6R02XC6 ISSUED TO: `�-1 _ _• = ( H i - 04/04/13 MTG. WITH NEW SUFFOLK ti —\_—� - \I 05/01/13 MTG. WITH REILLY BOARD & BATTEN 3 I 1 _ I �� zv , � II 3' Orr 07/03/13 FILING SET I I � 1 05/13 OWNER FOR REVIEW g • o +23.6— T SIDING \ ` • EXISTING-DECK-T-O REMAIN-- I _--_ - _--_ 11/12/13 FILING SET - -- - - - - - SHED ROOF DISCLAIMER: - - - - - - - - - - N - -- - C DRAWINGS ARE THE PROPERTY OF FRANK - ---- "' — — — - I--- --- - --- '_t J SCALE 1/2" = 1'-0.. / / _\ �' N. - / N - -1 I —== - / - ■--■ A - ,) i"X 3'3 FALINO, RCHITECT,PLLC.AND SHALL NOT BE OPEN FRAME STRUCTURE / _ - - -_ - - _ 9. O FIX I REPRODUCED WITHOUT THE PERMISSION OF / / N `" - -- -_ - -- I MECHANICAL VENTS- I • FRANK FALINO,ARCHITECT,PLLC / O - 23 /' E O - _ - CRESS --- �GRESS - - - - NEW SHED ROOF. 'WARNING:IT IS A VIOLATION OF THE NEW YOR _ _= I- FOR BOILER,ETC._ �� RE TO DETAIL 51 A 4 EDUCATION LAW SECTION 7209.2 FOR ANY { CAMEN" = �r CAMEN" Ti ' PERSON,UNLESS HE IS ACTING UNDER THE /O - \ \ / CW145 ; I -- ! -. CW145 ------I - -- -- PERSON, P3045XW145 1 CXW12� CXW1 P3045 �XW145 _ =J II __-___ _-____. • DIRECTION OF A LICENSED PROFESSIONAL - L"- - - ______.____ -- _ _ AENt.GINEEIR,ARCHITECT IONR ALAND SURVEYOR,TO -- VERIFY • -_ -- - ALTERED THE ALTERING PERSON SHALL -_� ----11 U Ii__—ll_—u--U ---I u ] O ► ----- -------- ---- EXIST. PROPERTY LINE FENCE; - 30� LOCATION FPR PE ,��I A � \ �_� - - - -- - - - -- -- - LINE FENCE AND PIERS COMPLY WITH THEREQUIREMENTSOF NEW PRESERVE IN PLACE - - ��� tit ALIGN _ PRESERVE AS REQUIRES „ —. y YORK EDUCATION LAW 7209.2 • , , i___ — IN ..-.4r-,-.5., ,......v... 40 ,,,( 3,7--,#\,-,,J„,\,.•7i15->-‘ k ,5---0 1 -' v--I ',/*,i' ''-/-\\'x.--71,,,,<:,, ,r,\ ===---- I _ ,tr•-•,, , , - — I '',\ .4, k s‘g\ ,...•,, , :2vy ,. Y /'>>'' • '' \ `' 1\/ v' • >K; .. •• ; 1 . "A- '><>/ \4'1, N , 'I _ r\>c/\<< ,<>',6. .•%"I(6 )\,41,1 \/\>Z/ N: I ♦• ♦ i,)\X</4>>\ '\>..V>< > �,\� ( -- - - 2 0 X 7 b 4 FIX _ J ♦ 3 -__ - -_ --__ - - ♦ • <;♦ \ �♦ ;y \ /\, y��,�y� j c/\/ \,.�.\, = N I _ —I `� rel _ I ♦ ►♦ C' ♦ �, i X' ♦ w�Y °J��>'i: y\ ► C - a �= ® Z 11 —1 z - —� '! I - I REINSTALL /\ • ♦, \ ✓ ► ✓ _ y \ — I — — -- i f BEITWEEN PIER , lk, 1 , L h I ♦:► ♦♦♦ ♦♦ J d ♦♦'`�\♦ \ J >C J ,I>� � , ✓� \, ./•.:I __ - ARCHITECT'S SEAL \\ C '� _= ti 1 (AT ORIGINAL ' ��yy I _ X� A J. 2.1/•y. ., ,t 0,3 �;,\v/ -� , = I __ -- -- -- — LOCATIONS, -_- -- -__-_-1 �---------__-1 -- -- r__ --�_- � ABOVE NEW EXISTING GRADE f SEPTIC WALL—Ht ). ,C�FI�D ARC L NOTE: \ O i'S.2- l \ ti 773 ELEV. OF NEW PAVERS BREAKAWAY WALL EXISTING MILTI TIERED DECK TO BE REMOVED FORe..- --• - �� NK FAL., / SEE SHEET A-5.0 INSTALLATION OF DRAINAGE RINGS. ->z-f "' � �"" RETAINING WALL t. QQ'P ��'t'O �A SET IN SAND. B�i�~y►:�.. _- R��- ) ALL RAILS TO CODE T,el.+8.2' ,„'‘,.... 0 FOR DETAILS � . �'!� u\r5 oilidti bVQ-1\ o.,coa_p__, \ 4i. sifik---., ArAt „s_,. ��� " %, •20338 EAST ELEVATION WINDOWS: WEST ELEVATION , cIt� � t�#- of NE`N 1 scale: 1/4"= 1'-0" NOTE_ALL WINDOWS ARE e 2 „_ _ Scale: 1/4 - l'-0" — TO BE ANDERSEN LOW E E . I14 SEP 1 ' 201'.% . CC) c. STORMWATCH WINDOWS i 2X6 CJ • • BUILDOUT 1,:l oW \ t3OA D !�� �'1 'UPPER FRIEZE / I �� f ' PEAU FRANK FALINO ' FOR BATTEN V� I�� �� 'O& A SIDING • �/ R • SOLAR PANELS FLAT TRIM PILASTERS e FLASH C / AROUND(3)WINDOWS. WATERTABLEC 1EN ROOF _ BEYOND. f -I H I iiii.AWN - ORD .: • g ..,I�Y�• EXIST 2X8 I I I 1 *001 ltil _ - �,. I I� !J E . iiir" __ \ r .mI I I I ii II , C135/� 3535 ►��; FLASH 11 x1 1 ZERO CLEARANCE ,' 202021� a ER 0 ' OVE' 2 1 `"'' WATERTABLE29 19 � II 4 O / O FRANK FALINO TJ ' S�SEMENT O GAS FPL FLUE. CW14 CW14 \CW14 ARCHITECT, PLLCGRESS I '21 A2' j A21 G ASEMENy CW13 t.i ''� " ( CXW� I \ N DESIGN & CONSTRUCTION CA�MEN` `�'/ CD 'iii CW1 - _- l/ i i \ ; � - I- - i N 7 � \ \CW145 \ I / Iil 1• ! I • .i - - , 16 Harbor Road / ` / SHO 1Port Washington, NY 11050 IN - -- _� ' CONCf7ETE ...";,•,,,,���au/// T 1 631-375-5511 - `• \' ------- ---- --__- - - - FALIN @ PTONLINE.NET ---c--:* - - -- - ---- ----- — I CLIENT INFO: M g) CURVED ROOF.--� - ASEMEN►' BASEMEN OPEN '/ / 0 EXTERIOR WALL DETAIL _ 9 -___________._ - C13 - - - scale: 1/2"= 1'-0" - CW145 ' — Osborne-Grella Residence W1 CW4, _ \ CXW145 --- - N --- - -- - / -{ 1200 First Street GUTTERS--� N _ _ _i - - 'X X � >C 'i< Y-- --- -- - _ New Suffolk, New York - -_- _-_ -.._ JOINT FOR BREAKAWAY-------- ---- - , \ \ \,24 I. i\ - -- -WAl LS AS REQUIRED -_ --- / �1 /\ / \ -J INT FOR BREAKAWAY- <>,X >< 'I:>OI y - - ----- -_► ALLS AS REQUIRED-- n - - — / / \ 3 / -- -- /\/ /\/` ll r<><>9[20' ,-- 1❑.. n n----n ill- LL__a-D_--.-4 I'-- 1 'Xx)i X`:;II-,;;;;i / n n L - — PROJECT TITLE: _— — _ ;�; „� / f ..� \ �� .; , xr ��>; --x\ N, /Vc OSBORNE-GRELLA RESIDENCE /1 a I ✓� 7 / ',.L/` I_: . •.iC �,\:i , Jit ,5-- i::t:,- 7,--, ✓\/'\, \ �,, - : /\X., /✓ \/\; J/ ► v , \\\ "\/ / \\/ %\ „„„ .i\� ,- ,,,,N6 � 3 RAIL �-- ♦♦�\; �;'\/ i �I, / /\/I / ;, �:A a \. I,./ �Z,,\ ` �• u c`\;; `y, z , x / / \ ?y ' X`\ PROJECT DESCRIPTION: RAIL 2'c x2o° 3• x ,,. „I. ,, \�.. I ;\ vl ;/\,'JI ' _ _ - ,--,: �� / ;,:,,. `; ':1\;:,; �:” ;� \ ,> ► .tv ♦ �., ADDITION > \ic',\)‹/< \ ,,'//(. / / " )/Y '/X/ </\>/ $ X, � \ --- \ LEADER' •,♦ i �, �,„ ;y \\ \,/j�.' `I. \ \; tk EXISTING FOOTPRINT TO REMAIN REVISIONS Directions Save Zoom Send 7 - / \ 8/3/15 CURRENT AMENDMENT / DRAWINGSARE THE PROPEROF FRANK - - T / 1 A ffiTIT A TT' T A T T C\( A T \1. T A T'T)T A T I I / i / • I FALINO,ARCHITECT,PLLC.ANDSHALLNOTBE / \ LUUJ-\.I IVIN ( \ i ,I-\.I IkJIN Ii.dS.LttLi /1 I / '- REPRODUCED WITHOUT THE PERMISSION OF . o , i" / / F / FRANK FALINO,ARCHITECT,PLLC L / I / r--- 'WARNING:ITISAVIOLATIONOFTHENEWYORF I/RETAIN! . , , L i / ) rEiT EDUCATION LAWSECTION 7209.2 FORANY 1/ T,W e/. ':... 1V //EXISTING • PERSON,UNLESS HE IS ACTING UNDER THE //(STRUI -J, / ' JACUZZI Td EXISTING BULKHEAD DIRECTION OF A LICENSED PROFESSIONAL /DESIGN BY 1' BE REMOV D TO REMAIN ENGINEER,ARCHITECT OR LAND SURVEYOR,TO / OTHERS AL EX!S1'INGFCE ED SEPTIC I ALTER THIS DOCUMENT IN ANY WAYJF /1 ERS RELOCATED A/C CONDENSER I COMPLY WiTH THE REQUIREMENTS OF NEW // LOCATION BENEATH EXTERIOR STAIR. . —•-- J YORK EDUCATION LAW 7209.2'. 4 . B.O.CONDENSER EL.8.1'(MIN.) _______________________________________ __________ NOTE. SEE GROUND FLOOR PLAN& _Ip // EXISTING WATER,GAS,AND SOUTH ELEVATION WI" / - . Ni ELECTRICTOREMAIN.DISCONNECT Pi / . . - RECONNECT SERVICES AFTER I / N FOUNDATION,FRAMING,AND P ECFIVEr [ r L_J // ENCLOSURE WORK IS COMPLETE // U\J PRIOR TO RAISING HOUSE. © ' MASTER BEDROOM . LIVING ROOM SITE PLAN SEP 1 • ARCHITECT'S SEAL: 9 170SF 350SF _1_' ScaIe i"= io'-o" EDAc - BOADOFAPPEALS L© ( - WASHER! . CLOSET j [ —DRYER L .] / , MOVE I o / BEDROOM REF.] L H WALLS SOLAR PLANELS JKITCHEN/ JI fl \ rGHI REMOVEEXISTINGCHIMNEY EXISTINGSOLARLANaS FRANK FALINO - I / / - LJ I I, / //I A / / / / ' / / / / / / / // // / / / / / / / /// /// // J / / -- - EXISTING FOUNDATION& EXISTING MILTI TIERED DECK TO I I EXISTING FOUNDATION& FRANK FALINO T FIRST FLOOR WALLS,DOORS,AND WINDOWS TO BE REMOVED FOR INSTALLATION I \ FIRST FLOOR WALLS,DOORS,AND WINDOWS TO ARCHITECT, PLLC BE REMOVED.SHORE EXISTING GIRDERS ABOVE OF DRAINAGE RINGS. \ \ BE REMOVED.SHORE EXISTING GIRDERS ABOVE DESIGN & CONSTRUCTION 0 NEV'fDECKTOBEFLUSHW/TOP II OF EXISTING BULKHEAD / / / / // / / 16 Harbor Road // o // / 1 i ./ //// // //// // _ij LIVING ROOM Osborne-Grella Residence / / ' 'I / // 0 / ' / / )) EVED // / / / / -EXISTING SOLAR PLANELS /7/ / / / 7/ / / / // 1/ / / PROJECT TITLE: /1,.JK /r.F / / ,- -n • ///lr RGNr?EYt?B // /k" r OSBORNE-GRELLA RESIDENCE 1/i/I/V 4I/. H LADRYMZ / / IL±/R!I/V //I// ______ • - 1 ___ PHASE: / IuI - _____ ___ ___ CONSTRUCTION DOCUMENT Y ///// / // //7 / r ____ CHECKED BY ISSUE DATE //// // I ///I/)/ / / / j / ' ,// / . / / / / .' / ,/ / /, / / ' . LJ 7/ 7T / 7 / / / / / ,,/ / / / / SITEPLAN L - 1/ / / / / I EXISTINGMLTI TIERED DECKTO EXISTING FOUNDATION& ___________ _______________ IC BE REMOVED FOR INSTALLATION FIRST FL OR WALLS,DOORS,AND WI , , FLOOR PLANS & 11h- -- E11 OF DRAINAGE RINGS. BE REMOVED.SHORE EXISTING GIRDRS ABOVE BE REMOVED.SHORE EXISTING GIRDERS ABOVE F " A I fls A ELEVATIONS NEWDECKTOBEFLUSHWJTOP uIJP' L IVLFj,P SHEET NO \\ OFEXISTINGBULKHEAD REVIEIJIVED BY ZBA . O EXISTING FIRST FLOOR PLAN (Th EXISTING EAST ELEVATION (REAR) EXISTiNG NORTH ELEVATION SEE DECISION # ____ _ Scale: 1/4" l'-O" Scale: 1/8"= I'-O" Scale: 1/8"= 1'-o" DATED____ ii 1 7 Ilij . PATRICIA C. MOORE (0-7 3 Attorney at Law 51020 Main Road, Southold,New York 11971 RECEIVED Tel:(631)765-4330 Fax:(631)765-4643 SP1 2015 September 11, 2015 BOARD OF APPEALS Zoning Board of Appeal Main Road Southold, NY 11971 By Hand Re: 1200 First Street New Suffolk, NY 1000-117-7-30 Dear Chairperson Weisman and Board: I have been retained by Mr. Osborne and Mr. Grella regarding the stop work order and Zoning Board of Appeals actions regarding their dwelling which is under construction. On August 3, 2015 the architect Frank Falino provided to the building department a professional certification that the re-construction is a "partial demolition" in accordance with the Board's decision dated November 10, 2014 Appeal #6773. Pursuant to your letter dated August 13, 2015, Mr. Falino's certification and the August 3, 2015 plans adequately addressed two out of the three concerns raised by the board. In further support of the architect's certification enclosed are 6 prints of the newly prepared survey with the "as built" setbacks of the raised house. A comparison of the pre-construction and post construction setbacks shows that the setbacks conform to the Board's decision. In fact, the "as built" setbacks of the structure to the property lines are equal to or a few inches greater than the original setbacks (more conforming) and the dimensions of the house are a few inches smaller. Upon your review of the plans and survey we ask that you rescind your resolution to re-open the appeal. Please advise the building department that the construction complies substantially with the Board's determination and any modifications made to the plans are deminimus and do not require further review. The architect and I are available to review the plans with you at your convenience. Thank you for your anticipated cooperation. Yyours; "atricia C. Moore encl. additional prints of revised plans & "as built" surveys cc: Mr. Grella & Osborne Frank Falino, Architect Bruce Anderson Joseph Fischetti, PE 773 BOARD MEMBERS ®t SOU;;= Southold Town Hall Leslie Kanes Weisman,Chairperson ��� �� ,7 53095 Main Road•P.O.Box 1179 p 0 to ; Southold,NY 11971-0959 Eric Dantes , Office Location: Gerard P.Goehringer t �I Town Annex/First Floor,Capital One Bank George Horning �® x '. 54375 Main Road(at Youngs Avenue) Kenneth Schneider �Q����� �� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631) 765-9064 August 13, 2015 Frank Falino,Architect 16 Harbor Road Port Washington,NY 11050 RE: ZBA File#6773 - Grella Dear Mr. Falino, On August 12, 2015,our office received your letter dated August 11, 2015,requesting a de minimus determination for ZBA File#6773, (Grella/Osborne). Prior to receiving your written correspondence,and based upon the Building Department issuing a Stop Work Order,on August 6, 2015 the Members of the Board of Appeals voted unanimously to reopen the Grella/Osborne hearing.The intent of the re-hearing is to ask you,as architect of record,to address the following questions from the Board: 1. Has the construction pursuant to Building permit#39606 and Zoning Board of Appeals decision#6773 exceeded the scope of merely being a"partial demolition,reconstruction, additions and alterations of an existing single family dwelling," or has it resulted in a complete demolition and rebuild as defined by the Southold Town Code? 2. Does the current"as built"and proposed construction comply with the 5 variances granted by the Board in File# 6773? 3. Does the current"as built"and proposed construction differ from the survey and drawings reviewed and approved by the Zoning Board of Appeals? Those documents include a survey by John Metzger dated May 28, 2014 and your drawings dated 03/18/14 and labeled EX-1, A-1,A-2,A-3,and A-4. Your letter and drawings dated August 3,2015 seem to address questions 1 and 3 above.However, feel free to provide any additional information you feel would further address the questions. In order to address question 2 it is suggested that you submit an updated survey showing the front yard setback,both side yard setbacks,the bulkhead setback,and the total lot coverage,along with any exterior stairs and landings currently proposed or"as built",in addition to any additional comments you may wish to submit. It would also be helpful to submit 5 additional copies (one per Board member) of the set of architectural drawings dated August 3, 2015.The Board will review and discuss your request at the September 17,2015 Special Meeting. If there are no further '6 773 questions at that time, I will request that the Board rescind the resolution to re-open the hearing and advise you as to how to proceed. If additional questions remain unanswered,we will proceed with the re-hearing on October 1, 2015. ii 41'41 17)7- -6111' - Leslie Kanes Weisman Chairperson/Department Head CC: Chief Building inspector Michael Verity Assistant Town Attorney Stephen Kiely , FRANK FALINO AIA ARCHITECT PLLC Design & Construction 16 Harbor Road, Port Washington, NY 11050 Falino@optonline.net 831-375-5513 August 11, 2015 Ms. Leslie Weisman,Chairperson Southold Town Zoning Board of Appeals y ')f1 P.O. Box 1179 �°' (�/ Southold, NY, 11971 RECEIVED Re: GRELLA/OSBORN Property AUG 12 2015 Situate: 1200 First Street, New Suffolk, NY SCTM#: 1000-117-7-30 ZONING BOARD OF APPEALS Dear Chairperson Weisman, On November 6,'2014, your Board granted a variance authorizing the redevelopment of an existing dwelling, as per the survey of parcel prepared by Peconic Surveyors, P. C. last dated May 28, 2014 and my building plans dated March 18, 2014. Since the granting of the variance, I filed amended plans dated August 3, 2015. The plans depict adjustments required by field conditions encountered once construction commenced (i. e. structural integrity);adjustments required to satisfied building code requirements (i. e. egress, light and air, etc.); and the natural evolution of the design,once Zoning and Trustees approvals were obtained (i. e. façade details, siding, and interior amenities). Attached herewith please find my correspondence to the Southold Building Department dated August 3, 2015,which provides, among other things, a calculation on the percentage of the building to be demolished.That calculation is 55.79%, significantly below the 75%threshold appearing in the zoning code.Also attached herewith, please find a copy of the building plans dated August 3, 2015 along with my correspondence to Joseph Fischetti, P.E. dated August 10, 2015 that lists and describes the specific changes as depicted in the August 3, 2015 building plans. By way of this correspondence, I request a "diminimus amendment "to the approved variance decision authorizing the redevelopment of the existing dwelling consistent with my August 3, 2015 building plans. Thank you in advance for your careful consideration. Yours truly, Al Frank Falino,AIA, LEED AP i" s r , r FRANK FALINO AIA ARCHITECT PLLC Design & Construction 16 Harbor Road, Port Washington, NY 11050 Falino@optonline_net 631-375-5513 August 3, 2015 Town of Southold Building Department Town Hall Annexe 54375 Main Road PO Box 1179 Southold, NY 11971-0959 RECEIVED AUG ,p 2 2015 Att: Mr. Mike Verity, Chief Building Inspector RE: STOP WORK ORDER— ZONING BOARD °FAPPE4Is, TO: William F. Grella MD & Gary D. Osborne PO Box 669 New Suffolk, NY 1195E Dear Mr. Verity: This Certification Letter is written in response to a Stop Work Order issued to above referenced property owners at 1200 First St, New Suffolk; dated June 23, 2015, and posted the week of July 27, 2015. Two issues are cited: I. Item 144-8A(1) — Need to obtain a building permit- a. Building Permit# 39606 issued March 23, 2015. 2. Item 144-13A(3) — Stop Work Order— b. For any work for which a building permit is required which is being performed without the required permit, or under a permit that has become invalid, has expired or has been suspended or revoked On April 27, 2015 this office submitted Plan Ammendments to the Building Department for review and approval. On May 11, 2015 a Building Department representative initialed the Ammended Plans, and notified this office that the Ammendments are "Approved" pending Architect's Letter stating that the existing rear deck will not be replaced level with the top of the bulkhead. This Letter was sent back to Building Department the same day. Subsequent to the Ammended Plans being approved, a small number of additional changes were instituted to the Work; the attached drawings summarize all changes to date. During the week of July 27, 2015, conversations with the Town Building Department and Zoning office indicated that there is also concern regarding the actual percentage of building demolition that has occurred to the subject property. • . In order to Certify that less than 75% of the existing structure has been demolished, and in order to maintain the Work as a "partial demolition and additions/alterations" as recorded in the ZBA minutes of September 4, 2014, we offer the following Square Foot Analysis of "removal of structure" (as Demolition is defined in Zoning 280-4) and "structure" (also defined in Zoning 280-4): Existing Building: 2,656.72 SF 100% First Floor (structure removed): 1,328.36 SF (50%) Second Floor: NOTE —All Existing Bearing Walls Remain Second Floor (structure altered): • Replace (2) 2x12 x 18'-0" Header 5.25 SF (.002%) • Add 4'-0" Mbath Header 1.00 SF (.03%) • Ad 7'-O" MBR 4-leader 1.75 SF (.06°fo) • Remove Stairwell Ceiling 84.0 SF (3.0%) • Remove MBR Ceiling 72.0 SF (2.7%) o Total Building Demolished: 1,492.36 SF 55.79 % I Hereby CERTIFY that: 55.79% is less than 75%, therefore referenced building as re-constructed is a Partial Demolition, satisfying the requirements of the Town of Southold Zoning Board of Appeals, Board of Town Trustees, and Building Department. We respectfully request that the Stop Work Order be rescinded in as timely a manner as possible, so the structure can be closed and weathered in,to be completed in a timely manner so as not to expose the neighbors to construction activities any longer than absolutley necessary. Thank you for your consideration. Please let us know if you have any further questions or comments. Regards, ��aEDAgc /^/2/15 �Q,PNK Fq<�,lo��� U/ RECEIVED • I�© ( ,1 / AUG , . \..- .,,�. I' X 2015 %92. 020336 es ZONING BOARD OF APPEALS FOF NE\14y Frank Falino AIA, LEED AP FRANK FALINO AIA ARCHITECT PLLC Design & Construction 16 Harbor Road, Port Washington, NY 11050 Falino@optonline_net 631-375-5513 August 10, 2015 JOSEPH FISCHETTI PE 1725 Hobart Road Southold, NY 11971 RE: Grella/Osborne Residence— List of Changes to Original Permit Set Dear Joe: The following list contains post approval developments to the Design Drawings submitted and approved by the Town of Southold Board of Trustees, Zoning Board of Appeal, and Building Department. All of these changes reflect one of the following conditions: 1. Adjustments required due to field conditions encountered once reconstruction began (i.e. structural integrity) 2. Adjustments required to satisfy Building Code requirements (i.e. egress, light and air, etc) 3. Natural development of the design, once Zoning and Trustees Approval was granted (i.e. facade details, siding, interior amenities) Ground Floor: • Rebuild south property line piers—original pier footings less than three feet below grade, and undermined by new septic foundation wall • Notations included to assure NO NEW DECK is built in the rear of property • Entry vestibule squared off to accommodate entry from new ground plane, established by required raised septic system (total vestibule is still less than the flood code allowable 300 SF) • Added landing at exterior steps to rear yard, in order to accommodate for ZBA required lower finished grade First Floor: • Added Powder Room .4 6 /?7?-3 • Added (1) window on North Façade • Added framing at ceiling for 2nd floor window seat (to rear yard) RECEIVED Second Floor: AUG 12 2015 • Added window with % bay to Master bath • Added % bays to existing windows in Master bedroom ZONING BOARD OF APPEALS jw s • Relocated existing hall bath, to avoid cutting existing structure, supporting 2nd floor (below) • Removed non bearing wall between "Kids Rooms" • Expanded light wells around existing skylights in MBR and Stair well • Built in window seat overloking rear yard • Constructed low slope gable, in lieu of planned hip roof, over kitchen at South elevation (ridge height within 1'-0" of originally planned construction) • Added window on Southeast elevation • Added direct vent fireplace on North elevation Please let us know if you require any additional information, and thanks for your efforts to set up another meeting with Mike Verity to discuss these items. Let us know when the meeting will be held, so we can also attend. Re•ards, Frank Falino AIA, LEED AP (p113 RECEIVED 2015 ZONINGAUG BOARD12OF APPEALS RECEIVED JUL 2 2 2015 ZONING BOARD OF APPEALS Nr II ., `ii ": ` 41v- 111 �:i ti - • ? , _ E I. {- R•` ~' - � `.`` / pp 11111:_:400.41 4. / • • ' - ' . a. r - i tis 4.. �. ,IA, " • 1' '� � --..... ....-.,• \,c, ''-i' - ` \` NI i y • �` �.' Ti • \ ' z = �v, • a• t t fir'* �. *' • Y.... o .i' + � n Ufa t a r �.... . y 1. 4,„,........,•,.... -,...,, ,1:••• ' .,..: : ,,,,,, ' l... w-°rte ,:' '9: Y� - ,. 1}h, .i • g \ _ - ) ! , r4 ,-- 5 mss ._ r !.. - ,\ III: • ,, . ... --11 -,..' --x„..f.7.:',":"k,-' • . .,..,i. : x't . , .41:. . k. '.__,, _ , _ ie. ... . n • 't 1,l : t *(p1'l3 RECEIVED JUL 2 2 2015 -- __-,-.....;--,.."-j..-.,.-- :71-- : ZONING BOARD OF APPEALS .a _,,-..--'- -4F , _4A. .* • 471 -----, • el " ---�`—'� p 1 7 .1 ,i._.:.:___; _i .... *Vs %AA ...- • i• 'yip • • i t S.q A'I('.' [' A .i .• b a \ �� a .-pr, ..,_.':, Ift .: . 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SEPTIC SYSTEM RETAIN6 WALL • W JETTY 4 J m oo DW PECK ' 1 Q 31r---0,,.) I _ 7. r�G�t ofwai et 8.7 -- / . °' w�,AETF,4 Q o 2 S rQR I To BE z N ;�. o, O- it! o Y lcRAM REMOVED o or: - _ - -��� -r, \ , Fin. E I lf) m•Y I. 7p5 HEBAR AT 18 (borix}-- 3 Floor E4. HOUSE �� in 3 ! 4 J Aidt CO i e ' ' Z F/vvr w Fhsd o _ rp` cp _�z o ' BORING - �� O �lI O / 'I ,' 3 - 115 REBAR AT16''(veru_ z. FL 5.4 §.\ N Z z 1b 4.k. DW ! 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BOX 909 n..r s r. . 1 ��, ��.b /230 TRAVELER STREET 8 6-I I L Toth, Vicki From: Elaine Romagnoli <nyceroma@yahoo.com> Sent: Thursday, September 17, 2015 2:48 PM To: Toth, Vicki Subject: Grella/Osborn I would like to have this email read to the board members that are in attendance at tonight's meeting. I understand that the ZBA allowed for the Grella property to be raised even higher then was required by FEMA, so,that they could pay less in flood insurance. Unfortunately while you were busy saving them money you did not consider the financial impact this monstrosity would have on the value of my house! A property assessor said that my property is worth at least 200,000.00 less!! In addition to my financial loss,you have allowed for my property to lose All of its privacy! Really,was it necessary for there to be 8 oversize windows On the north side of the house? Wrap around views going south and east were not enough? Tell Mr Falino,that opaque treatment is not going to cut it!! Is that to keep me from seeing in? Because, if it is to keep them from seeing out Then just remove the windows. I read Pat Moores letter to the ZBA dated 9/11/15and her reference to this project being a partial demolition, but,for the exception of the remaining roof this is a total demolition! I am not foolish enough to believe that this project will not go forward. I want to mention now,the total unprofessional behaviour of the contractor and his crew. They showed total disregard for the neighbors,the environment. Poorly supervised, most time they worked with small crews and some of them Even came to work with their fishing pools. Gates were pulled open and left that way making it impossible for cars to pass. Cement trucks blocking the entire street causing people to have to back up and go another way. Generators running all day with little attempt to buffer the sound. Generators being set up in my driveway and ladders as well. I will enclose in A separate email photos. And lastly this house is totally out of character for this neighbourhood. And I thought Southold Town was about preserving the character of its communities. I would like to know the out come of tonight's meeting. Thank you, Elaine Romagnoli Possibly 2 to 3 emails with photos to follow. 1 Y --- 113 Toth, Vicki From: Elaine Romagnoli <nyceroma@yahoo.com> Sent: Thursday, September 17, 2015 2:54 PM To: Toth, Vicki Subject: Grella jays 7 • *h AR $,J1 - w/ {+', ,S Y a k 4 t 414 . 4 , .rr'~ y 1 _+ / _ 1i3 lir, in,11 ri4 IIIr 'it....\ i A '4:14-.4*":4111111,4 4 1 g I ` `fit • y • e tl t. Svc_• "1 Sent from my iPad 2 6113 Toth, Vicki - From: Arlene Castellano <arlene.castellano@gmail.com> Sent: Thursday, September 17, 2015 3:35 PM To: Russell, Scott;William Ruland; Ipevans@fishersisland.net; Doherty,Jill;Jim Dinizio; Ghosio, Bob; Lanza, Heather;Toth,Vicki; Cantrell, Elizabeth Subject: Grella/Osborne New Suffolk Attachments: GrellaOsborne 6.jpg; GrellaOsborne 5.jpg; GrellaOsborne 4.jpg; GrellaOsborne 3.jpg; GrellaOsborne 2.jpg; GrellaOsborne 1 jpg September 17,2015 Zoning Board of Appeals 54375 Main Road Southold,NY 11971 RE:Grella/Osborne 1000-117-7-30 #6789 #6773 1200 First Street New Suffolk NY 11956 Dear Chairperson Weisman and Board Members: I have just read the letters to the ZBA Board from Patricia Moore,attorney dated September 11,2015 and Frank Falino,architect dated September 14,2015.I will be attending the ZBA meeting at 5pm tonight and hope you will consider these points. Both letters address the actual imprint of the new structure and setbacks but fail to address the most important issues: 1.The original first floor was completely demolished and removed from the site,the original second floor was also demolished,when the permit states"to set the EXISTING second floor with existing deck atop the RECONSTRUCTED first floor.See photos attached. 1 c173 2.The height of the new building is not"fully within Building code"as Mr.Falino states.According to several notices of disapproval issued by the Southold Building Dept. "the construction is not permitted pursuant to Article III,Section 280-13,which limits a single family dwelling to 2 1/2 stories.The proposed construction results in a third story."If the height of the building were"fully within Building Code," why did the Town Code need to be reinterpreted in order to fit Grella/Osborne's plans? 3.To quote Mr.Fischetti in his statement to the trustees on 2/18/2015,"It would have been easier to just demolish the house and rebuild it. But because of the way the town codes read,we have to go through these machinations.The second floor and the roof are less than the 50%required for the demolition because we are only taking apart of the first floor walls. So we comply with all the codes and we are able to do it,construction wise.Very expensive to do,but it can be done." Grella/Osborne have tried to circumvent the town code every step of the way,succeeded,and now have gone even further,making this a true demolition. 4.The first finding in approving this project(ZBA 11/6/2014)states"the grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties."This is blatantly false.This construction was permitted on a lot which is much too small to accommodate such an edifice,especially given its proximity to its next door neighbor,the street,and Peconic Bay.Visitors and neighbors are in agreement that this is an eyesore,and not in line with the character of the neighborhood. The adjustments that Mr.Falino proposes are absolutely laughable and unacceptable.To suggest that opaque windows will make the real issues disappear and somehow make this more palatable sounds a lot like Grella/Osborne's concession to remove an illegally installed stone planter in order to get approval for the project last February.I am asking the Board to continue with the re-opening of the appeal and take a hard look at Grella/Osborne's file. Sincerely, Arlene Castellano 1275 First Street P.O.Box 304 New Suffolk,NY 11956 2 r O _. x / . 4 . .. i: _.... .,_._ , . _ ., t. ii., .. ,, ass , lir 116 - "fit * by`� I 11 OF 16 , ....,....., :Z11-. . , r . 1 I �, _ t I I1 I I I 1 � � 1 t� • Nil ,_LI......L,Li c 1111 . . 73.1 - :• ; I : 1 11 0 • ..veL. , F -),t,/ . 1 ' 1 4. - • Lai.L: • lb. ...ia.. ,.. . ' ''. irdwArlif ' -' �� �' ? y :7-- �. fY / y RENT-A-FENCE + / ' INCDflPOflAiEDgli �—. _ � '_ ,% y �` - '� 1-800-950-6216 I x 41 626 • ----- _. . ._ ,4 ... Ce>.•• ......) \...)-) . 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MI le _ _ . tI I 1�_ •- _ ____ ,...,, „,.., • , _„,....... r . , , ____... ............... } .s 1 ,I I - . _ I ti - _ _ _ ...... # i'. s i - : : \\ �1 4.111k,... 111 i II , . - _ -Ilk •r aillir' :4:_ `�. ` y”- . �C • 11" . .�• ` = , iii. -iiii ;� ^�, =�-�imp a�= f „:""i fr F _ N _, w.-• iiiP .. _ II•.. of e, . ,. •. _ , . _ 4, _ _ f i/ VP - / ; _ ° BOARD MEMBERS ��i�' ®� o' _ Southold Town Hall Leslie Kanes Weisman,Chairperson ��� 4�' - _ �°® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes 3 Office Location: Gerard P.Goehringer _ gze- ,�` Town Annex/First Floor,Capital One Bank George Horning6 ®� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �f'CO ,*%';" Southold,NY 11971 ... 0 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, OCTOBER 1, 2015 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, OCTOBER 1, 2015: 9:30 A.M. - WILLIAM F. GRELLA and GARY D. OSBORN #6773 — (Re-Opened by Board Resolution) Request for Variances from Articles XXIII, XXII and III, Sections 280-56, 280- 116B and 280-14 (Bulk Schedule) and the Building Inspector's August 7, 2013, amended and renewed May 19, 2014, amended June 2, 2014, amended July 14, 2014, Amended September 17, 2014 Notice of Disapproval based on an application for building permit for partial demolition, reconstruction, additions and alterations of an existing single family dwelling, at; 1) less than the code required front yard setback of 35 feet, 2) less than the code required single side yard setback of 25 feet, 3) less than the code required combined side yard setback of 50 feet, 4) more than the code permitted maximum lot coverage of 30%, 5) less than the code required bulkhead Setback of 75 feet, 6) more than the code permitted 2 stories, located at: 1200 First Street(adj. to Great Peconic Bay) New Suffolk, NY. SCTM#1000-117-7-30 The Board of Appeals will hear all persons, or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours and prior to the day of the hearing. If you have questions, please contact our office at (631) 765-1809, or by email: Vicki.TothATown.Southold.nv.us Dated: September 8, 2015 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Vicki Toth 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 i1ôTIcE OF HEMRING - The following application will be heard by the Southold Town Board of Appeals at Town Hall , 53095 Main Road , Southold: NAME GRELLA, WMRIOSBORNEJ GARY #6773 - RE-OPENED MAP # 117 .-7-30 VARIANCE SETBACKS ; LOT COVERAGE REQUEST PARTIAL DEMO/RECONSTRUCTION ; ADDITIONS/ALTERATIONS DATE : THURS , OCT . 1 , 2015 9 : 30 PM If you are interested in this project, you may review the file(s) prior to the hearing during normal business days between 8 AM and 3 PM . ZOIs' IIs' G B1)ARDTO%AIF ' OF SOUTHOLD 765 - 1809 ZONING BOARD OF APPEALS MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town Hall Building, P.O. Box 1179 Southold, NY 11971-095.9 (631) 765-1809 Fax 765-9064 LOCATION OF ZBA OFFICE: Town Hall Annex at'North Fork Bank Building, 1st Floor 54375 Main Road and Youngs Avenue, Southold website: http://southtown.northfork.net September 8, 2015 Re : Town Code Chapter 55 -Public Notices for Thursday, October 1, 2015 Hearing Dear Sir or Madam: Please find enclosed a copy of the Legal Notice describing your recent application. The Notice will be published in the next issue of The Suffolk Times. 1) Before September 15th: Please send the enclosed Legal Notice, with both a Cover Letter including your telephone number and a copy of your Survey or Site Plan (filed with this application) which shows the new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, to all owners of property (tax map with property numbers enclosed), vacant or improved, which abuts and any property which is across from any public or private street. Use the current owner name and addresses shown on the assessment rolls maintained by the Southold Town Assessors' Office, or Real Property Office at the County Center, Riverhead. If you know of another address for a neighbor, you may want to send the notice to that address as well. If any letter is returned to you undeliverable, you are requested to make other'attempts to obtain a mailing address or to deliver the letter to the current owner, to the best of your ability, and to confirm how arrangements were made in either a written statement, or during the hearing, providing the returned letter to us as soon as possible; AND not later than September 22nd: Please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, names and addresses noted, along with the green/white receipts postmarked by the Post Office. When the green signature cards are returned to you later by the Post Office, please mail or deliver them to us before the scheduled hearing. If any envelope is returned "undeliverable", please advise this office as soon as possible. If any signature card is not returned, please advise the Board during the hearing and provide the card (when available). These will be kept in the permanent record as proof of all Notices. 2) Not Later September 23rd: Please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it at the subject property seven (7) days (or more) prior to hearing. (It is the applicant/agents responsibility to maintain sign until Public Hearing) Securely place the sign on your property facing the street, not more than 10 feet from the front property line bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. Please deliver or mail your Affidavit of Posting for receipt by our office before September 29, 2015. If you are not able to meet the deadlines stated in this letter; please contact us promptly. Thank you for your cooperation. (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS). Very truly yours, Zoning Appeals Board and Staff Ends. n _TEST BORING RAINRUNOFF CONTAINMENT PROPOSED NEW SEPTIC SYSTEM by •SLACKE TEST BORING, INC. BUILDING 1343 sq.ft. CERTIFIED TO= '-I- 1000 GAL PRECAST SEPTIC SURVEY' OF PROPERTY , AUG. 24, 2011 1343 x x I 0.167 = 224 cu.ft. WILLIAM GRELLA TANK D' EL5.4 224/42.2 = 5.3 VF - PROVIDE BR. 8 DR. BR. SAND, ORCHARD 8.0 x 2' DEEP GARY OSBORNE • 3 - 4;75 SAND D CO LAR GALLEYS A T NEW SUFFOLK SIL T,TRACE GRANEL WITH COLLAR (SW) 2' 2' - ABOVE GROUND WATER MED. TO FINE BR. ST , EXISTING REMOVED TO SYSTEM OBE TOWN OF SO' p T HOL D SAND, TRACE FINE /� l�J/ /�7/ N. �/ 1400 CY Clean Fill Inside Walls of Sanitary System SUFFOLK COUNTY T / , ! Y. Y. '4. _ V V MED. TO FINE BR. - 1000 117 0 07 - 30 SAND TRACE SMALL R O N/O/F NOTE= TO DINE Gil.-BR SOME BR. SUBSURFACE SEWAGE DISPOSAL // / AND-DR:-a>�: sIL r a, o EL AlN ORGANIC SILT (SM) L E ROMA GIV oL/ . • SYSTEM DESIGN Scale: - 10 e • BY' JOSEPH FISCHETTE, P.E. COARSE TO FINE BR: ii HOBART ROAD Oct. 15, 2010 a & LIGHT BR. SAND, SOME SHED S• �2°53'pO�. E /BLKHD EL 6,T SOUTHOLD, N.Y. 11971 AUG. l2, 2011 (eleva/ions $ fiood zones) MED. TO FINE A . (SW) SO(6U HO76 , 2954 17 - 1•2'N. OCT. 6, 2013 (WETLAND BOUNDARY( - 1.4' '1 FEB. 14.4014 (REVISIONS), T EL-5-2 •• `• FENCE 7Ci•59' W FEB. -28,2014' (REVISIONS) i Z EL 5g EL6.1p 2.7' .-AC - -_ MAY f 4, 2014(REVISIONS) T/BLKHD UN/T pN l.0' �'L6,'7 MAY 28, 2014 1REVIS10NS1 In 2 3 c WOOD f'LA 7; EL 6.2 WOOD BULNHEA m • ti _ DA In VO J W o 40.0' tri --(2,-6' ed•--../ 1-.. 0 , _ I-EL 5,1 11111111.--.- _ W3 Z a m J - 111;:wl-'-------------_ �'S'1°�/NTER WOOD ✓ PROP. SEPTIC SYSTEM RETAING WALL 1� v �� 0\ ' I JETTY ; Q ?- Z top of-wall-618:i , I m co 'EcK m W/METER a ° 2 S 7' - RE BE . i a j Z 7-3F---- --1---IE i� -� QR�/ MOVED O ON."' r #5-ft$AR AT 18 (gonz�__' M in. Floor E4.�5, H°US6 .1� C1--Qm - -3 /�_r; , I • CO z J�z~t • 1 i , _ \i J Q11,GW O V1 3�Z O i -�- I 4-- -- =i--r--;-1 EL 5.4 Z a v DW - ct o �a.l - •-- = ---1--- -1-J - -1- i i=,-1-, 1i 1 ID /� I�Q W Z �! - red �aoes ` a u.i n 1V M DECK TO ' 48"#5 Dowel©W with_bcok.,_- 4. --- - ' e---.r, O (� N DK EL• n53 OV W s^ ; M ) a O WOOD ../-ETTY ® -'I v Jr.! - . el L , N. H Z r tr: ELBi 2' PROP RETAj- M!_ G,IvA4.C:-1L _- DW I 4s i "- Q #5 REBAR "EACH N/AY1N FQOYING-____ Ct 71g, 4.T5' 4 TS• 11_ r v. N O m, . 3to 2: F 4Ts• 10.7' 0 FINAL MAP NOTES. ` t ` 2.5O - Ltut �� d W �_ '7E:CK t I CONCRETE TO BE 3000 PSI t'- { 2 - T%DK K TO BE REM E/3' 3 ENGINEERSTEEL TOB CERKSI TIFY THE FINAL : h EL. 02 4. EL .5.08 i; 0� ) � � SE/'T!c REVIEWED BY A CONSTRUCTION OF RETAINING WALL AS -I_ TW TANK 4•g ° RENGINEER EQUIRED TO BE CALLED HEALTH DEPT, WMPECT ""�+�i.1..�' �`' EL 8.22..5, PROP. - 2 f Co In a SEE DECISION # . 03 E G BEFORE PLLACTEOMENT OF THE i. RETA/i lG WdLL z.5` I t . . DATED 11 I (p 1. i I -* FasriNGs cks 3' T 82L �Il r0 Be Removed ^ B I • 4 �O .N P9 -,_ 05 ., a . Imo_ ENCy T/BL �`�1.�JIET2C 'Q.i- 00 W a ' EL 6 HD EL 0 ('' EL 5.3 I N ?2.• �0:4'' 85_ WOOD JETTY ' * , �•1 `,4 °� N A L®RI 1:4 SOT COVERAGE = °' (� BLOOD ZONE FROM FIRM #36I03C050IH BUILDABLE LAND3512 sq.ft._ �` '�• EL 5.g = EXISTING BUILDgVGS WITH DECKS = 2351 sq.ft. - - '', '� IC 2351/3512 = 66.9% RECEIVED wAlt. a 1,:.1�� .S. LIC. NO.49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION j - Ate' OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. m REHABILATED_BUILDING = 1343 sq.fl. mer EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS AREA =• 3621 Sq.f1. _ 1343/35iz =38.2% PECOI�� _ _0 -S, P.C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLYl EL/6LON0 JUN �3 2014 (631) 765-502-0 FAX (631) 765-1797 IF SAID MAP OR COPIES SEAR THE IMPRESSED SEAL OF THE 10 tie line P.O. BOX 909 SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ' ZONING BOARD OF APPEALS 1230 TRAVELER STREET 86_11 4 SOUTHOLD, N.Y. 11971 OL ‘14- 1ONk:OUNTY OF SUFFOLK 1 y \► �.% RECEIVED t TV \/ � �. '♦ , ' JUL 0 3 2014 Steven Bellone BOARD OF APPEALS SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri Division of Planning Deputy County Executive and Commissioner and Environment June 27, 2014 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Grella(William) & Osborne (Gary) 6773 Very truly yours, Sarah Lansdale Director of Planning Theodore R. Klein Senior Planner TRK/cd H.LEE DENNISON BLDG • 100 VETERANS MEMORIAL HWY,4th Fl ■ P.O.BOX 6100 • HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 C( ^/� le' ___...� V OFFICE LOCATION: ••� /, i ���®� ®ut�'''<e) MAILING ADDRESS: 91- „wn Hall Annex ° P.O.�® ® � Box 1179 `,.4 75 State Route 25 �� ` Southold, NY 11971 Telephone:!i ain Rd. &Youngs Ave.) uthold, NY 11971 ; t 3 Telephone: 631 765-1938 N. �` -0 ::':.; Fax: 631 765-3136 o J \ LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD 6113 RECEIVED MEMORANDUM AUG 2 1 2014 ZONING BOARD OF APPEALS To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, Principal Planner LWRP Coordinator Date: August 21, 2014 Re: Coastal Consistency Review for ZBA File Ref WILLIAM F. GRELLA and GARY D. OSBORN # 6773 SCTM#1000-117-7-30 WILLIAM F. GRELLA and GARY D. OSBORN #6773 - Request for Variances from Articles)(XIII, )(XII and III, Sections 280-124, 280-116B and 280-14 (Bulk Schedule) and the Building Inspector's August 7, 2013, amended and renewed May 19, 2014, amended June 2, 2014, amended July 14, 2014 Notice of Disapproval based on an application for building permit for partial demolition, reconstruction, additions and alterations of an existing single family dwelling, at; 1) less than the code required front yard setback of 35 feet, 2) less than the code required rear yard setback of 35 feet, 3) less than the code required single side yard setback of 10 feet, 4) less than the code required combined side yard setback of 25 feet, 5) more than the code permitted maximum lot coverage of 20%, , 6) less than the code required bulkhead setback of 75 feet, 7) more than the code permitted 2.5 stories, _ located at: 1200 First Street (adj. to Great Peconic Bay) New Suffolk, NY. SCTM#1000-117-7-30 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that; The proposed 1) less than the code required front yard setback of 35 feet, 2) less than the code required rear yard setback of 35 feet, 3) less than the code required single side yard setback of 10 feet, 4) less than the code required combined side yard setback of 25 feet are EXEMPT from LWRP Coastal Consistency Review. The proposed construction more than the code permitted 2.5 stories is proposed to render the structure flood zone complaint and is therefore CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP. In regard to the proposed construction of the structure more that the code permitted 2.5 stories Policy 4.1. Minimize losses of human life and structures from flooding and erosion hazards; applies. 3. Move existing development and structures as far away from flooding and erosion hazards as practical. Maintaining existing development and structures in hazard areas may be warranted for: d. sites where relocation of an existing structure is not practical. The subject parcel is located within the FEMA flood zone VE el 8 (velocity hazard) and the remainder area is located within the flood zone AE el 6 (see Figure 1. below). Both flood zones pose a high flood risk. The VE flood zone is an area inundated by 1% annual chance flooding with velocity hazard (wave action). AE mapped properties have a 1 percent annual chance of flooding and a 26 percent chance of flooding over the life of a 30 year mortgage. •,, ., , ,/:v ..., e.€^r?d...%_. '....a:.: ref-e '10.X.�.tJ' _•'-.7<,/„----10/7,17 �,d' > / A Map Layers . o Ox "1.,..1',�ik"Ot ,..'. ' � „,r s , ,43/ 007,ri • Layer Visibility Imo' ”a;a ` A" � F '' e";??, p !P✓d em O ®Qaia•Layers .,,/ : �,,/ 885 ORCHARD ST r/� �,; ���� .:' :Li'[Jf=TR1'1fJSP.ORTATIONa� � ; . �.-s1�;�:,c+..` •�u.,r.rd%%�J �`.,ref 7.f 1¢9 o ii luRls�lcnart,° 's.. -. ,../_ ,.q ,,;,-., Ei a HEALTH&SAFETYj'',1-:',:,,,,res' a r ' ��¢¢ ` lie ,M . `, •tl VI INFRASTRUCTURE. 'f ;;/, ' x,A=',., " 'tea -;• --.3,,.. ,s' -- e*,' 3tl 1�ELEVATION '''it,';',!!.,' ':- 4:.-.r> / l �i` G Q ENVIRONMENTAL J♦' 7 s i �r /f 'f er x: G 1 Storm WaterOutralls f %.1.•;--.:4'------.:-',-,,,,t.,:'�y,��"Y /47 Af,:,,,,,4.:� .,[ /ffy/�'��% r ./ 4 O : : ::' 1230 1 9`��`ry :'F• a b i/,i {�f. 14 �,�� V !!�/1 / A.'.:*;,'-'' ''., II 1 . -1 /fli",471V;Z',#*; 1 ,:',?-7. '*., 2 . °"..y e fp' �./,,:;','>*`4 9 r%-47,*/ , est, , II 3. d� :rrr:.,t.:f P 1r ,, �f�% ,' 4,... . _ ,art gef. 127 S yitiajee ,` :i',/, ?� f4`ad. '�," 4 S' rr,.r �. 2aa 1 sy ire y> ,aZ Freshwater Wetlands r u m f '1 _f ; } fry/!� i�.. . G :�i+ .t� ✓'�' �4 p�� $"`� 'r '��' I.it`°'/./:i..a'/'l` rs' 0;',4.--,t J! 6';S. :,}fes, /A/�.f I /r/f /}0 3,,,,,,,, / :.r- 2. - 5{et ir', „,.„ -7 :s'~ �1:'e�i:v-' f®� f .� .y'.< '1 t/�7,,,,,,,.g '� V,,J��YY. __. ., ;�/�+> 1'frif yr i, .�4•.r�,Ntd /i4`//� `�F ' / bra._ °' t t{%'ks, -,' ` s� .. , '4i' '7 =.,,,^`s vf`q �� ..`� , .G ''''.41'=” 1'c, C -'_ a k`+',i --,,i,`," `t ,- .t 47 re- f/t, ./14 .f° ,«r�49 ((�'a:f; Ito tr st< 14; s '11,i """ax.->,�• • ,!'� �,`. �1'f ,�"�'' (1713 ,,._ ' V '''.a.,„,'i'it, ..'}'''.'.• 'r ..*: *" ,-;.' .A"- ,. *'-' `, 're r; -4 . 4,/;),"42//,' 4r00/41;4'4 A 1752ST .i�'�1 F... �t ',•. t..� -,, ,. '..• 3.-, �...«�._, ...,Oggk � `" .' ..i,J! ta. t '.'fri `. Figure 1. Subject structure shown in the VE and AE Flood Zones. AUG 21 2014 Based on the location and size of the parcel, there is no ability to relocate the structure outgthYltdcweARD OF APPEALS flood zones. The applicant is requesting a variance for 65% lot coverage, more than the code permitted maximum lot coverage of 20%. Due to the risk of flood hazards and repetitive loss in these areas, the construction of non-water dependent, structures in these areas is not supported by the LWRP and therefore is INCONSISTENT with the policy standards and therefore INCONSISTENT with the LWRP. Further the less than the code required bulkhead setback of 75 feet is also INCONSISTENT with the LWRP. r The less than 75' distance from the bulkhead places the structure in flood hazard areas, however, as indicated above the relocation of the existing structure is not practical and therefore to further the policies the structure will be reconstructed to meet FEMA regulations. In the event that the actions are approved, it is recommended that the Board determine the specifications of the three drywells shown, the purpose of the drywells, depth to groundwater in the vicinity and if the drywells will be removed/relocated as a part of this application. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Stephen Kiely, Assistant Town Attorney 013 RECEIVED AUG 212014 ZONING BOARD OF APPEALS I .. £ 5,.... � * W". 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II/ -4 !�1 Illll ,1/ll ! — _ -7/ � /+ ",<-•<-/ t ii,,, f i FRANK FALINO T �� / ' A -f _�-J ARCHITECT,PLLC J J� r'7 l /W --- -� L /'7-r GFoTR,TION6J DESIGN BCONSTRUCTION O FB,ST0.00RWALLS,000PS,AND WMOOWSro /}i I- BE REMOVED SHORE FASDNG GBNERSPBOVE FRSTFLOORWAILS,OWRS,ANOWOIDONSro BEREMWED SHOREEJBS,INO GMDFASABOVE 16 Harbor Road tl � EXISTING SOUTH ELEVATION EXISTING WEST ELEVATION Pa t Washing on,NY 11050 p`/ '� .� Tel 63,J76-55„ /' �� �, / ,' ❑ O 4 O Scale IB°a 1'-0• G®G 0. FALM PTOMDIE.NEr Lr /' BEDRWM '1 105 SF +�I yy O RECEIVED �/ /1 M1 II f 33 SF /. 1055E 1� I / / REC ' JI CLIENTINFO �II / _2,1„i �l- \ 6e I °II /I ❑ A p pµ "' Osborne Grella Residence /I' WI/�..� �,r1 � L --- JI LMNG ROOM ' -/ ON % 5 Zo� 1xa0 First street /II / if:;; - �I� ' I -17, O ,IU‘ 6A New Suffolk,New York /„'a/ HALLWAY / �`zi / S.. /•I -j(�/ ,L_4. , I ai GOEOLro FXISTMG SOLAR RAN S OAR°OF APPEALS PROJECT TITLE f I / BERFM. 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WASHER DIVISION 4 5 417). z>30asm4.-d7W 3155scar ac:114WANEE5;E X74.MAIM 3'531'1"-Ec47=s5.A3/'CO3/D r 1010 PROJECT TITLE < 1131.5575,=,LT£M,?1<Rsw3-A'i.aAM1531,56-Ysc6<7nz1111S(A`EAIF:cs'J$i$31Enlal.C+. . 45171'577156115101731110417511 axa re N`w£a311/ED:.'"Ri31 IPA,..I'E-Ax.vnARaai£'33.L ER-1'0W,AM1. - OSBORNE-GRELLA RESIDENCE 77454,..l5C BRMW°.R"WAL.hi.Oi ELS?T1IF4251S3PTA'PNCISC4SS40Pa-15^45P:30533-FIPER'1344/153. 4' 2 521.15.540 PAZ/JI CO.P331-AdE1LC4SMk5G113155Rk453 5N<0^MLOW.'0A^EPL'N,33L5;ER,�O M110531,FVTG OE=3.E0 PROJECT DESCRIPTIONAlf,11710 y7- 1 COm13131.11EIF.T,411.5225 _MAIENIS Ft/I LEVASIr/I.L AZ111A-L,CAI ad llii FI x1 LASKSETfa..::E WOMEN ADDITION arm S. 'A+i]5.017).41.011130.1Ch-:R YxW131554,^.N3M7a3.h043PFMGi h154,rRVO,IN17907(31&£1:)17F;FV A00'31.M �` ALL PLUMBING SHALL BE II,,-nN535 B. "=551LPIERM015100001w CI715N 31551MAET:,tir-x'3-AMIM. INSTALLED ACCORDING TO THE 11/Z � PHASE. 4 PA-ECPY4N.5'SV5-EC(No-3133'^15"•5 AVSU031e15751rCSi*S"•3131 5.43•,r155.5w+T;P,W,ru34 1'LC. S PLUMBING CODE.PLUMBING DESIGN DEVELOPMENT ^+.T4?ER3;zC"G5 741307^433 PIR$'M.31'ETC,A4?CFAA ALEN-.IL FY'3CALC'li 6Y=zt+Axr< CONTRACTOR SHALL PAY ALL CG YES'.AALY,rld11 AS 5EiY-N55R'+II._SNIRJA5AT 7E ' 'L. DSO'MKPMA=Yb'X,PM$_'5'.C1J3/315l1..50.5fi 053111L515314&4I53 WATTS 55557'_'/3 FEES&FILE ALL PERMITS �j� CHECKED BY ISSUE DATE. a4C7`7711KtG^.'E5J;:EY_N551771EA.1114a,rzur -g,3-Ani.�T7¢.7}O'38•.JtSKT,•yk17/r],gyy,lC:kCElSk`ERJ68 , J_lJs��/� FF 07/2012 =FNJ5k II WILE PITE74155AKM#.Vs175 013157 'f k.1551}rel:J�NiX'dC"va1F.J,e474k.'A,]oVJi N<C1GFL_Y41ff6 ��1,(�yj I ,554 J. .1E1/'4SCOS's a3A-k'F.07nMBV•1L15E.ORAi,d 3ir,71 '4 MGM,- ,505t°'W {` DRAWN BY CURRENT DATE 0 AL -I}113141411150#I SSFSAr31311071511i•11 53 '015.5710315 4.4511..-.1/k 0'41: f O-NKrA0.'X E41A )41'RtaAO:DI ATMC'AtON ..ED E`y 'A1..Q34nIfi•MIli6 dsl`/,`en 111111.5,.'£-S FRES AR TMD 03/18/14 V.EMCARld-'M. NHCff G3-Ems•-&9-h <Fff.nAES3v83P.. 1Ti L3�A47TL mi`M:'sE WET=:il/NO 00•2(3.55E7,1111.5.2--w<ai II 'AEI 3)INALLAE Tfs 151 S•oBC•1A.33)1.0=WT.,9R5RG WV RECEIVED DRAWING TITLE I h ILLIVIIOZEENTA. 71042.'a'Z IPASE71'C.SSIOd5TGDLEONI5 ET5I554531E 31155131'55177.31 57140 Ge'•7M55TE15 A_'s-:S)71330LO(d24.5WOYS1Xi1P5AC`.1'5$31)'FC4IEUY+k.11X1.AIR£73E'47.k1,F:..''3Na^kT1S"AP CaE411tE 4E£iLP"WOW PRMGLTA551x%IAL:,Xk..O ENI-MENCR%c1dadlt4MAME) " rGI30usETww F 4:t?RxIA.NS • JUN 252014 OPLUMBING RISER DIAGRAM SHEET NO. 1 ZONING BOARD OF APPEALS . _,JDOW NOTE NAILING SCHEDULE(EXPOSURE "B") Irhaeolsnawro-bann dOa sreglon,all:want mww orge tewe FILE LOCATION o.d 10 to doors shall,neve she regoe-eme,m 6 me I a. (PER WFCM 2001) Ensile teat of ASn4 1996 wd er AS114 B 1656 CR _ The Contractor Nall pp aode e0+2 V2'pIp^°0d pawls to ER JOINT DESCRIPTION co--o ONAILS NAIL SPACING equal � ` Sap for panel span hep"iia° a'"°' REVISIONS NO DATE DESCRIPTION ' I .. O O F f= R A MI N CODE ANALYSIS RAFTER TO TOP RATE(TOE-NAILED) 3-etd PER RAFTER J CEILING JOIST TO TOP PLATE(TOE-WAILED) 3-ad PG0020 R JOIST R, , N-Segle Rawly Detached ,s cs2o RER�laE 5TAA0f 1100 .gip° s.t-yy � - tm GELLING JOIST TO PARALLEL RAFTER(FACE-NAILED)(HEEL JOINT) Wood 2000 Lode of New York State 0001 EDInOW 11°Q -., ;Ne_J� i ry RAFTER SLOPE, 3H2 13-I6d Hood Frame Cwotmct.Manual AF s PA(2001 EDITION) •, ' 4,12 10-lid Climate Zona "ii f7IM i1 U M MM! LM NI:�IaIr�I�-ilin 5.12 B-Ibd EACH LAP Degree Dap,5150 IT." III ,'GMFGTaR--'.IIIIr III, 1,12 6-Ibd 12ESIEC OAos, Lztnzl 9,12 AND GREATER 4-I6d Dero,,ERownos,60 psr Attics,20 par I CEILING JOIST LAP'OVER PARTITION(FACE-NAILED) Rase other Son Sleeping Roams,40 pet RAFTER SLOPE,3,12 13-Ibd sleeptmy Roor,0,3o par 4,12 10-Ibd 'Aadro•(o psr I4'-0TO111-0tlawaao• ISSUED TO 5.12 6-Ibd EAH LAP Raof,2O h9na^d mph load 10par II III�III 04/04/13 MTG WITH NEW SUFFOLK 1.12 6-Ibd 00010 Yad(peed,110 mph 412 AND GREATER 4-I6d IBI,;Loads 10 psf 05/01/13 MTG WITH REILLY 05/13 OWNER FOR REVIEW COLLAR TIE TO RAPIER(PACE-NAILED) Table 3 9A Raker/Ceiling Jost Neel Connection UNG SET RAFTER SLOPE.3,12 5-IOd Rafters wet no trashed 0onag attached,L/lea Requirements for 20 psf Roof We Load 1111.. I I se+a07/03/13 I4,12 4-I04 Flows,L/36011/17/13 FILING SET 5°12 3-IOM Roof Span OW 1 110. 11 OISCLNMFR- 6,12 Aft GFLFATER 3-IOM rnAn�PER TIE I.. I: �T� SRAYJINGSARE1HEPROPERLYOF FRMOC RE BLOCKING TO RAFTER(fOENAILE7) 2-End EACH END 12 24 36 'tea - REPRODUCED ITHOU( EPERMII SDN OF BORO1'Pum FAUNS,UCEDWICT,PLL ANDS ALL ONOF ENERGY NOTES Rafter Rafter 10 of I6d Common RIM BOARD TO RAFTER(QED-NAILED) 2-Ibd EACH END 51 a c..actn nails e('Heel.bin! HEADER TIE DOWN DETAILS FRANK M ITL I- Calculations oro voidtp to 5499 degree clop. Spacing p YIARMNG RWANITO117NOFTFIEI&WYORA 2- Cerllbd cAdwmnanco for Zone 1113 MJ Splice PLATE DETAIL 6 Enll(AnOxiAWSECfIox 7)092FORANY 1,4 A L L F IR. A M I N . 3 flood Naiad Noon,mane and EDBta,Mall hove m approved 1 PERSON,UKIESSOFA HE IS ACTING UNDER PROFESSIONAL HE vapor border( rating of In pens)enrolled am Bra 061EOII0N 0FAUCBGED PROFESSIONAL Swam n wetter s1de of the mal Insulation. 12 4 7 10 Table 8301 5 I ENGWEBE,ARCFOIECT INM1Y7SURVEYORTO TOP PLATE TO TOP PLATE(PAGE-NAILED) 2-16d PER FOOT 4 rating and°meg haws Men hare a ma.,0o-area Svm 3,12 16 5 9 13 MINIMUM UNIFORMLY DISTRIBUTED UVE LOADS ALTEµTH1S DOCIINENNTWANYWAY IF rating of 03 me per.dere foot of widow area s'I^9tg 24 7 13 19 TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-I6d JOINTS-EACH SIDE doers shall have a max,at'edllbatbn rate of 05 CF1 per _ 411 pounds per square foot) ALTEI(ED,11TH 1115 UNG PERSON SFW; severe foot of door oea COMPLY WITH THE REQUIREMENTS OMNI 5 Skylight shafts small have a ranters enulatwn value of R-w. 12 3 5 8 USE UVE LOAD STUD TO STUD(FACE-NAILED) 2-I6d 24.OL 6 enrages-Iron;ease,doors,bearer Man have mar-U.40 4,12 16 4 1 10 T All 000-2 as hall be provided/moa damper for outside rambeelm 24 5 IO IS Exterior Balconies 60 YO(M HEADER TO HEADER(FACE-NAILED) Ibd 16°OC ALONG EDGE ar 150-200 CRL All flue.shall have pi0 seated dapper FM a mcor dr leakage non-rc nbetble 2do CFM.All fireplaces Men have tlglt- 2 3 4 6 Decks 40 TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-I6d PER STUD 6 TheContractorMall bbmk the design,alae aid bps of medm0al 5m 12 116 3 6 8 ' systems whOh will be used n s0 15bn6 detail,m required by u the a,I 24 4 8 12 Passenger Vehicle Garages 50 - ,,., .:13011:07, -�T. _ytpL BOTTOM P ATE TO FLOOR JOINT,BANDJ015T,EfDJOIST OR BLOCKING 2-I6d PER FOOT nn00 Depotme,mt. - r i ; 7Y{,+V.njy��° }y (FACE-NAILED) 9- NI thermostats Mall be ad stile from 55 degrees to 6S deg-ees iN s+ F/I datR 12 3 3 5 Attics without Storage O —4 1HV dab aro ppm end1 it envlateA m r'e4'hed bJ ease I t t t IIIt SAI I♦7 r*'1 k P L O O R F fZ A M I N IL NVAC cedractar Man ve.ny heat Tom ml200lote 7:12 Ib 3 4 6 i�e������41�.A��� �(R' �j;Al r& L+i�,.__ 12- NI ser away tonamet Mott.shall be m.rleted 24 3 6 9 Attics with Storage 20 .. - - - �y 6¢StgL 'Uo . 5 The Engineer tamales that to 0 best of hie 00501ed0e,belief,ad ,,::r I tom- 0,,,_- JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-End PER JOIST proresslaal judgement Not tie pias are b ranpuar wM1, L FF9.� theEmraa cernervatlan eorsbmweem code or New Yerk staee. 12 3 3 4 Rooms other than sleeping rooms 40 4-Vi `t kp� A` ‘1,..A BRIDGING TO JOIST(TOE-NAILED) 2-Bd EACH END Dugs;3bm1 9,12 16 3 3 b 11`9"' � ;j 1��f-� n /,. 11, 24 3 5 7 Sleeping rooms 30 4t/ 'C` . .'St��g BLOCKING TO JOIST(TOE-NAILED) 2-Ed EACH END 12 3 3 3 StaN's 40 T fl° t' S r �l k BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BLOCK SAFETY GLASS REQUIREMENTS 12 12 16 3 3 4 RAFTER/TOP PLATE CONNECTION D - 3 ti�1'-• td33' F." SAFETY GLAf REGICRED Al SE FOLLOPNS LOCATIONS. 24 3 4 5 Guardrails and handrails 200 m - ( /';:2 ; ., LEDGER STRIP TO BEAM(FACE-NAILED) 3-Ibd EACH JOIST obi DETAIL 3 A . I2 Aly glazing n llsmor tiro Mower,66,earn or 01000 room! Ar t t l. JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-3d PER JOIST 9. Any� tOSS,24'01�• Table 3 2B 5A1 or Bottom Plate to Foundation.I'0 Anchor Bolt Table 3 4A Rafter/ceiling Joist to Top Plate lateral and Shear /` -a '' a1� -0 r;y•c 4 042,14,•1 Pomo of Ekes 0Rh m arm greater Om 90 sq f; - -Tail 3 2C Connections Resbtmg lateral Uplift a Shear lands(1 I Omph1 Connection Requirements(I I Ori h) - - - -- - ,/ �/ - J „ ,If-- 'a-`•"'-A .0- t'.,'' BAND JOIST TO JOIST(END-NAILED) 3-I6d PER JOIST abets Ne b0000,b Enos thm la•'ban tOo adpcad rtmh Ibor p ,� S o.-- t, - a Rh01 36'of Be wada4 (Pro>cnpdw Nteaatrve to Table 3 21 (Pres/Aptiw •Alternative to Table 3 4) . T 0 =„ e BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-Ibd PER FOOT 5 610069 b welts d spas.hot his or rdaa-pools Wthh YO •l f \/./ 14t ty. • . VO-. 'r of the water• Rafter Wall Height Vtmber of 8d Gammon nails \/�,� .rr, "' a�Oy�*14 1` e Gazing n etdr..ap and kala p wrote 30•Itwbwaoly d o Foundation M.Imum Anchor Ceiling Joist (ftJ (roenalled)Required In each `/� / n FRt11T�flt rA F2 CDO F S H E A T H IN lung surface Supporting Zone Bo It Spacing(InJ OP acing Rc fret and/or Gelling Joist 1§r4.0/6.410/40,.-47,4. ? '.} 1_ A PAtJS INTQihffDIATI: T•HE 6�0I.12RE NN RE/151T DOE5 60 ABOVE Y 11161 0005 Eta 8, (InJ to-op Plate Connection y,` r•r�'a JA}i7,.zb STRUG7URAL PANELS. �� y�G�r EDGES SUPPORTS 'I-3 Ston) End Zones 39° 12 8-10 2 stri. 1 ,u, INTERIOR ZOITE' ad 6' 12' C - PERIMETEt IS2OE ZOffh ad 6' 6' ASPHALT ROOF SHINGLE NOTES IS 8 3 Saes. marAw,l,u GABLE ENDWALL RAKE WITH LOOKOUT BLOCK Eel 4• 4° 1 Asphalt roof M,tglm Miall hove rom ll- stripesh g stripe or all be I-3 Stories I TterlOr 10 3 xsa H Inlerlockag and Mau ropy wIN the requrem.de of ASTM 0-225 zQle 45° 24 8 4 or 0-346,Petalled In occorearn.O h sectR9052 10 4 T G E I L I N0 S H E A T H I N G 2. All fosterers for mphaR roof Mtdgles Man be gawaeled atm; fabless steel. unatria,or copper roofing nolle Fasten s shall be Memem 12 gage e dked with a Mann 3/O'mm,a.head Of WHkb4 length E FALSE VALLEY CONNECTION DETAIL L GYPSUM WALLBOARD 5d COOLERS 1'EDGE/10°FIELD to penetrate tl•ae fm be roorrg notarial.314'ad mo the shoot/et} Table 3 4B Uplift Strap Connection Requlements(I I Omph) 3 Asphalt roof ehrgles shall have the 11.1711111 number of fmteron m (Roof-to-Wall,Wall-to-Wall,and Wall-to-Foundation) DETAIL 4 W A L L Si--1 A —r H I N required Eng tile morolo0 -er (Prcxn rve Alternative to Tabic 3 4) T 4 Per narmel,pplkatloe,capital!roof shinglesMa11 be wooed to the roof Table 3 GA Wdge Tenon Strap Connection Regmrement,(I 1 Omph) wish In One NNor r(4)fasteners e pelrp Mmrgle or two 0)fasteners FALINO a k of 8d nails In each end Framing Roof Span(f 0) 0 of 8d nails M each end ARCHITECT.PLLC STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE par alt std p Maple Roof Pitch Roof Span(ft) EDGES SUPPORTS 5 Ahern t etre 0 2 2 Man have a mOPtum of ea,e r where per se wit of I V4°20strapSpacingof I/4°20 gagestrap INTERIOR ZON4 End 6' 12' Ahern d the h or reat or hiller dwre grade or Were IM base wird gage DESIGN 8 CONSTRUCTION epee ,mph greater (InJ Table R301 2 12 Wind-BorneSchedule Strutt mon Fastening 4'EDGE ZONE° - ad • GENERAL CONSTRUCTION NOTES d 11 2 .2 12 2 Schedule for Wood Structural Panel. 6' 12' lb1 lb 2 16Harbor Road Fastener Spacing Port Washington,NY 11050 FIBERBOARD PANELS, I All work Nall 0040,,to the rego-mmamb of the ReOdentldl code of Iles York state, - - dO 3 20 2 4rot 6 foot Tel 631-375-5511 3 aB work shall also conform to the reepkomenb or og other codes ad eouantles 248 4 12 24 Fastener Panel Span Panel Span <Panel Span 9/16° 6d 3'EDGE/6'FIELD having)Leb0ctlon.The contractor Nen obtain end emerge for all reared permits, 25/32° ad. 3'EDGE/6'FIELD repoceen,eertlfleaees old tests, - 42 4 32 3 Typo 1 4 Foot 6 Foo! <b FootFALMO©SFTONUNENEGYPSUM WALLBOARD 5d COOLERS 1'EDGE/10'FIELD 2. NI ll hndotbm Man rent on 0165Mbod son of I T5P beam a Rota. eontroctar 36 5 3l. 32-1/2°tt8Mall have tie bvel or acceptable beerrg strata vrtlbd h Fin Field I6° 6° 12' CUENT INFO PARTICLE BOARD PANELS End 5E'_MANUFACTURER 3 Gown.IED been designed b oua'or path AV 318-02a ndag code Req re- 4 12 12 2 12 2 woad screws meets for SWcbral Cancra.•All concrete work shall conform to requirement.and IS 216 2 r0ammwmbons of ACI-301-49'spxBlOoOee for Strabane!Confront Tor a IIding' . F 1_ OCD TZ S H E A T H I N 6 Ra••3000psU,All Deposed alma td's,adOwn b steps Mae 3500 psi air-entrainedair-entrained. 20 2 20 2 Osborne-Grella Residence Reid arcing steel Man conform to A m Ar615 erne 60 24 3 16 24 3 STRUCTURAL PANELS, 4 NI Tran mentors silt be Nem-F2 11 WW° U, - - 1200 First Street 255 openings,en ar'ps provde(2)2x6 header 32 4 32 3 NOTE New Suffolk New York G E LESS DO 6'1326E/12°FIELD lux all wall unions otherwbe rated. GREATER THAN I' IOM 6'EDGE/6°FIELD - _ 36 4 36 4 ALL STRAPPING SHALL BE X 20 GAMINIM PSON S Fb a 20 gY 51,a 09-)doll be kmbnte15 melee.-EACLI eel E•1,400p00 P51 w•REDO psi,m m lofactred 09 1R1.15-JOIST hr11I1W1 5 12 12 I 12 2 BE20 OR OFEQUAL)ALON SHALL HAVE A MINIMUM NAILING NOTES 6 Dabk.tram amend dl Leder walls od oder txdbb.Provide 16 J 2 16 2 FACEBEARNG OF 12'ALONG RAFTER STUD/JOIST PROJECT 7171E op 00 011 FACE(TYPICAL FOR ALL CONDITIONS) s�sm hanger eaNaua,0 at an fink aWehral nam txxMg ewd4arl - ' 20 2 20 3 OSBORNE-GRELLA RESIDENCE I NAILINGHEAREQUIREMENTS NALD ARE BASED ON WALL SHEATHIN5EDGE NAILED ACENTER H THE PANEL EDGE. IF WALL 24 2 192 24 3 SHEATHING IS hINLED 3'ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REOUIREf4QRr9 Al tartare block doll coNarsm to A51.1014 Marta-Mall be 4pe N — FOR STWIGTARA L MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED. N1.reel wwt 4011 con(own to 1M regrmmnb or Bn Alts•npecelcatlws for 28 3 28 3 PROVIDE 0 NIL VAPOR FARRIER UNDER 2'CONCRETE sUB. PROJECT DESCRIPTION TO MAINTAIN THE LOAD PATH Deolgt Fabfratan ad 6ecten of 5h Jw1 steel for B,1Wb p'Steel Mall conform _ 32 3 32 4 ADDITION 2 WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED MR4BER OF NAILS SHALL BE to 65114 A-512(60ADE 50)ad A-501 - 36 3 36 4 ELECTRICAL EDITH 06*&wENG 52 OF BE MULLED D( ACCORDANCE MRN CHAPTERS]3-c2 ME RESIDENTIAL CODE OF PHASE PERMITTED TO BE REDUCED TO I-Ibd PER FOOT. 9 NI electrical cal work doll conform to local TEG om IbdrerBan Laboratory'ecotone.. NM YORK STATE 3 CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL12 I 12 3 REt2UIREMENTS 10 R-e-fmm nted Replaces and Tam 41111 be 1.4.approved 12 I6 2 16 3 THE RUNSHALL STSIDJ I1L BEM PETALLED HXORDANCE WEI DESIGN DEVELOPMENT 4 ALL QUANTITIES ARE BASED ON Ib'OG SPACING FOR RAFTERS,JOISTS AND STUDS II 1,01011 smoke detectors old colon monoxide detectors In occordonea wM all - CHAPTERS 25-52 OF TIE RESIDENTIAL CODE OF NEW TORS 5 FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF THE .........1 cue fe 0'"...eie''' - 20 2 20 3 IXIERIOR WINDOWS ANF DAs DOORS sNALL BE INSTALL w CHECKED BY ISSUE DATE ROOF PEAK,THE 4 FOOT PERIMk1tK EDGE ZONE ATTACHMENT REOUIRE94ENT5 SHALL BE USED 24 2 24 24 4 _ 6 FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL 8B2 Ta Lenhno610'°11°11 veWyy '',,,,,,,,,",,,,,,“*"'"s,„. berom etartv9 raehvetka ad - 28 2 28 4 ACCORDANCE TIITN BER 861]5 FF 07/2012 'loll ro0Hy Ba•miner of„„,,,a"oor&ri ons tponto bolore a-oraedlnq N Me 32 3 32 5 W Ni MANED WN15,FLOORS,ANO R00F/CO(W05 CGNPRISING USED. wave If ay questions be before 3r dorbg 0002vchwm s to the Into* detalb d - - MIENS OF TIE BUILDING TI ERIWL ENVELOPE A IgISNRE VAPOR the 4'a+nga,STe contractor shall roll the engtrne,Thomas D Re11b at(050 - - 36 3 36 5 RETARDER STALL BE INSTALLED ON THE WAR11-0 WINTER SIDE OF DRAWN BY CURRENT DATE. 124-16E*for clarification and/or bWctrae If the contractor folks to follow Ne LIE SECT 11310 ACCORDANCE N p6oAT°N 01 ON above procod•s,he Man moans all respasbllOy for the consequencesd w actions �12-12,12 12 I TMD 03/18/14 oKlor�b,� 4/ALL AND CEILING MIMES SHALL HAVE A FIATS-SPREAD P! The ower 41111 Drage for supm4aton of t/n'geW4Bm wart to Mrs _ 20 2 �/ SSL0000-DEVELOPED INDEX OF ttOT a(GTTFOR ThAN 400 IN DRAWING TITLE. lb 2 RECEIVE cnnpRarn WN the contract docwmn., - ACCORDANCE WITH SECT 8315 CLIMATIC&GEOGRAPHIC DESIGN CRTIERIA 14 Phew 055ACO pmasretmmuaee an abAae a}Mpa.e ad - 4 2 28 2 4N3rrOB='1 , tend strops met be Ent dipped golval00.1 or stainless steel fasteners - - 10001 0°N Th A SMO E-MNE-SPREAD INFIX OF NOT GREATER T'- _ _32 3 I' p IRAN u w00 A CE 0110 5101 PEO 305. OF NOT GREATER THAN GRGUND WIND SEISMIC WINTQR .. u ITN �o�p 450 IN ACCORDANCE WIM SECTION Rlts SUBJECT TO DAMAGE BY I AT- FLOOD ERffZIN5 EGRESS WINDOW SCHEDULE(ALL SLEEPING ROOMS' - 35 3 (L SNOW (SPEED IN DESIGN CE Willi SECTOR WEATHER-'9205T LINE DESIGN per({ HAZARDS INDEX _ a a.FN:0351 Ns PRanav SP! F LOAD m MPH) CATEGORY Ns DAH TERMITE DECAY Temp pE0440237 H.�7B E JIStg SCOTINTER0703 WALL COVERINGS SHALL BE M ADCORDAV 0702 AND EXTERIOR WALL SHALL BE 5X41 BE IN ACCORDANCE WITH SHEET NO MOD.TO SLIGHT TO FEST 50 6l SER ZONING BOARD OF APPEALS 20 P5F 110 'C' SEVERE 3'-0° HEAVY MODERATE II' YES WA bIB 5-s 57 &I SEGrta 57 61 A..oel PARNWI GIRDER(WOMANIZED) FILE LOCATION ` STAINLESS STEEL HO HANGERS(RP ®EA F1 TO GIRDER CONNECTION) REVISIONS �//'/, NO DATE DESCRIPTION 11x1n HELICAL PILE NOTES B.THE HELICAL PILE SHALLBECONNECTEDTOTHESTRUCNREUSING CONSTRUCTION SEQUENCE lir 1 1.ALL PILES SHALL BE PATENTED HELICAL PILES AND APPURTANCES AS A PTS APPROV1ED STEEL BRACKET OR CAP PLATE AS FURNISHED BY PREMIUM TECHNICAL SERVICES THE CASE MAY BE AS SHOWN ON DESIGN ENGINEERS PLAN THESE 1 LIFT DEMO SECOND R00FSTRUCTURER)12BwAa CONNECTION DEVICES SHALL BE CAPABLE OF SAFELY TRANSFERRING2 DEMOLISH EXISTING FlRST FLOOR 2.HELICAL PILE LEAD SECTIONS SHALL BE MODEL PTS-OOBOWITH •THE STRUCTURAL LOADS TO THE HELICAL PILE A2.00'SQUARE SHAFT AND(1)6',(I WAND(1)10•DIAMETER HELULg,WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACHIIIII 3 CONSTRUCT FOUNDATION IN ACCORDANCE WITH FEMA REGULATIONS 17 X12'GONG PIER W1(4)45 4. CONSTRUCT NEW FIRST FLOOR ON NEW FOUNDATION III VERTICaLRmaaANroa'6®B LEAD SECTIONS SHALL BE SS'LONG HELIX PILE EXTENSION MAY BE HELICAL PILE.THESE RECORDS SHALL INCLUDE BUT ARE NOT 5,T,OR 10 LONG DEPENDING ON VERTICAL CLEARANCE 5 LOWER EXISTING SECOND FLOOR ONTO NEW FIRST FLOOR LOOSE STONE FILL 3 HELICAL PILES,EXTENSIONSAND APPURTANCES SHALL BE HOT DIPPED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. LIMiTEDTOTHE FOLL0111NG. OVEx�TER A.PROJECT NAME ANDiOR LOCATION. MECIIIAPFROIOLUIIEB NAME OF CONTRACTORS FOREMAN OR REPRESENTATIVE WHO DERASE'p ► ■ .�A GRADE N.r..Y_ - J 4ALLPILEINSTALLATIONOPERATIONSSHALLBESUPERViSEDBYA ISSUED TO- .1 o- ■ WITNESSED THE INSTALLATION. ITS it wNC TBE N.Y S.LICENSED ENGINEER COMMISSIONED BY THE PILE INSTALLER. C DATE AND TIME OF INSTALLATION 04/04/13 MTG WITH NEW SUFFOLK IT 4 00 TIE THE INSPECTOR SHALL KEEP A COMPLETE RECORD OF THE PILE D.LOCATION AND REFERENCE NUMBER OF EACH PILE 05101/13 MTG WITH REILLV J INSTALLATION OPERATION 05/13 OWNER FOR REVIEW aFAN eaaGB1/ E DESCRIPTION OF LEAD SECTION AND EXTENSIONS INSTALLED 07/53/03 FILING SET =L 5 HELICALPILESSHALLBEINSTALLEDTOAMINIMUMDEPTHOF20,ANDA F OVERALL DEPTH OF INSTALLATIONS REFERENCED FROM THE BOTTOM 11/12/13 FILING SET � �� MINIMUM CAPACITY OF 15 TONS(WORKING LOAD) DISCLAIMERRAWR OF GRADE BEAM OR PILE CAP. 6.HELICAL PILES SHALL BE INSTALLED AS SHOWN ON THE ENGINEERS PLAN. ORAWNGSAAE RE PROPERTY OF FRANK = IG ALL CHANGES IN PILE LOCATION MUST BE APPROVED BY THE DESIGN ENGINEER G.TORQUE READING FOR THE LAST THREE FEET OF INSTALLATION IF FALNO,ARCHTTECT,PLLC.AND SHALL NOT BE PRACTICAL IN LIEU OF THIS REQUIREMENT,THE TERMINAL REPRODUCED W THOUTTNE PFFUASSION OF 7.IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING FRANK FALNo,ARaOLEDTRLC INSTALLATION,THE CONTRACTOR SHALL HAVIE THE OPTION OF TORQUE SHALL BE RECORDED AS A MINIMUM. 'I. wARl6N�DISAMauruNOFTHEF�wYo- 'x H.ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION. EDUCATION LAW SECRON7201.2FORANY 4 .4 Bxcx,rz REMOVING THE OBSTRUCTION,IF POSSIBLE,OR RELOCATING THE PILE, PFASDNUNESSHEISACINDUNDERTHE WITH THE DESIGN ENGINEER'S APPROVAL THE LATTER OPTION MAY 10 THE INSTALLERS N.Y S LICENSED PROFESSIONAL ENGINEER MUST CAPRATE CERTIFY THE PILE INSTALLATION RECORD. DIRECTION OF ARCHITECT PROFESSIONAL SU 0NAL REQUIRE THE RELOCATION OF ADJACENT PILES ENGINEER,ARORTECTORLAND SURVEYOR,TO ALTER THIS DOCUMENTNANY WAY IF ALTERED,THE ALTERING PERSON SHALL CONPLYWIRITHE REQUIREIIENTSOFNEW YORK EDUCATION LAW 12097 O DETAIL � . `_ sz :a., a 3 Sale 111•=1'-0' �"': �, � a3;=r;� y (per i..,- gOob4CD,',GO j-71.k 32$ I 33$ fEAL 4C� -7/ �°.s� I � �r s 1�1 /Ty %6 ;t, { 2,'$ 1T$ 21•$ } ,r$ -} `WP I -A q,.„ EGST SPOT e...43 )1 +. SPOT EL 45.1' —DOST SPOT EL4II I Lie;SPOT EL..S.r Ja �iy N`"". 1,t}� At.�,,�. L J----1_ _F,__,-1--L f _ A ---72f51�-- -- srG12--- . —151tiil I� to 7.1 .l)pi 'e"F; ----f❑1 I 0 I I +r .a-,--Fu 1I I— -- ■■ �� ■' , —Tr• —Ir —r @ —r II ® _ (712412 V ❑ 4 2d1 ACO. 1BOG _` } 7�' -�t c /NEW ACO.F1®1BOG y /fj�'11�' p� ,��,-�Ii�jaz I--17S12C0tC,JE 5 cr l� / KE11 , �RISTFRONABOVE 't• 'r 4C. th7*;REAMWI4�CONf iiI �NEW2412ACQFJ®,BOC �- ya'i„ © �y O?�,m°eq . 1'BEI100EO2 PBECAPS - --b - --- - --- - -- _I — - - - /- - g--0' _- - `--;v?fo OaeGnsrOu -ATOIROAOWAYTO le. Ki p. re. BELOW GRADE ffff y 9 it-14 1rx1z CONC.P®iwr(a)f5 M&7 LOCAL,COUNTY, F. — N •� VEATICALREBAR6WIiEeAR 1 ANO STATE I 4.. -.'.A-:h R BDGH000ONTALLYW/ - I I ASSSREQUwED� 1 ______,,.. 1 s /PASUIA¶N b FRANK FALINO AND FOCAL PILE BELOW—)151-21— I NEW 12x 12 PIER 6 MOISTURE BARRIERAT I I A _ .J❑� I -.- L (IYP) NEWS FLOORJOESf �u III }— POSFFRDN—PBIOVE • + 1-114 ,I-II - -rr �+11-1-1 1 -� Q) 1 Ei POSTFRDN II C 2$XZ-0OO$ L— _ g PRIM H TYPICAL FTG.9f� / BT y� L aapia `GRAM./ i a = /PANONG ON h6i' 7 / GRAVEL / I T a n `GMVEl b c - / a LGRAAve. F I E / (IC . ...=IL 2 7 I C NEW NEW _ NEW ,�-K I EXISTING DECK FRANK FALINO T -� % I-- _ R w�POSTFRONAliVE ARCHITECT,PLLC J-L EW2412)r'Fl®7B0G I m� E DESIGN BCONSTRUCTION +--I-LII I ,❑� X011 --------------------------------------13 ti -.--- -❑ ( =I 0.•,L - '.� POSFFRONABOVE —J 16 Harbor Road L ' -� /NEIV.H ., 1�1BDC / POSTFROEIABOVE \ Te1n631-375-SS17NV 11050 \ SIASONGRADE,NOTTO RETIED NM I pa. • . I \NEW smuCTURALCOWNR,RFRANO 1 I NB11 - GRADE BEAM STRUCTURE-7WOEAND MANUFACTURERS NEW FLOODVENT �� -• FPLINO®OPIONLNENEf / / FLOOD - RERSHOI4GITS,SO INCLUDING MWONUN / VENTCLFARANCEABOVE MERITS GRADE CLIENT INFO / ( 71; 1 y m /RiSFASUP I . 1 _ AN)SQUARE FOOT OfOPFRABLE 4. / / �l I ®� g --- Osborne Grella Residence :. / / _• r4 ----. `x I 9 1200 First Street / I �. p11- 17112 J -'- NewSuffolkNewYorkI / I b /D __ _-_ _ _ ____ POSFFROMABOV' TII���T�I I i_ ___FD l� CN1RfEVER !� r� N)3.IIPX11414.PARALLANKC RVOLIAR®)wrawWOUS,_-r EGST SPOT EL.52 J I l PROJECT TLTLE L J —f Z J PS r� R o OSBORNE-GRELLARESIDENCE B$ 12.18 1T? GALVANIZED Ill 1 2 b IIP PROJECT DESCRIPTION r—, r-, r 1 Bsxurwi(3)vaow { ® 1 ADDITION ❑ ❑ .. SSBOLTS EA LEG \ . FRON ABOVE L J L _.40.12.1J T� ❑ F2x.,.,..,_.o„4a III PHASE. DUST sPorEL PROPOSED WALWAY I MST SPOTS. DESIGN DEVELOPMENT T$ 2-10' 1 CHECKED BY ISSUE DATE \ `RAISED SEPTIC- ER - I FF 07/2012 DESIGN BYOIF� RETAIMNGWALL L I DRAWN BY CURRENT DATE ^ (STRUCTURAL �-- O _ _ - TMD 03/18/14 I FOUNDATION PLAN °�'O BY � DRAWING TITLE Scale I/4' I'-0' L R_CEIV-L+ r:.00RFl.ANSA,T TABS 1 • C I JUN 21512014 SHEET NO OGROUND FLOOR PLAN Sae I/4_1 ZONING BOARD OF APPEALS • 1818 RAISED 241' S-0' 'r-0' CONDENSER I I ,. _ . .. • .. . . ,. ... , F FILE LOCATION ---,Z.- -' l REVISIONS N ce y BEDROOM [ CL NO DATE DESCRIPTION c R Oil 4, , Ir RELOCATED % E BATHROO PosrERaN BOA h. — LSDO i i . CO SD - . / EXIST F.I. OUST F.J. / EMT F.L / DOST FJ. - - ' / / / / ./ - ,i\ /-\, • I SD - w ISSUED TO 04/04/13 MTG WITH NEW SUFFOLK LAUNDRY 7 ' 4 BEDROOM CL c 4 - 05/01/13 MTG WITH REILLY / 1 _ OSI730WNER FOR REVIEW 07/03113 FILING SET `' -� i bt PLAYR�M ' 11/11/13 FIUNG SET I D A 8 r DISCLAIMER '. N ... DRAWINGS ARE1HEPROPERTYOF FRANK • CL• CL I FRE�PNODUCCE]W THOIITTIE DPERMISSION OF POSTER.. I, FWVMFP11N0,ARCNOEC,RLC ABOVE 'I POSE 1 POST --� • ®IIGTION NAWSEC110N 77691 FORMIT YINUNWGIT ISAMOIATION OFTHE NEWYOW. FRONT FROM • PERSON,UNLESS HE ISACTNGUNDERTIE 1 s�, 1, OPEN TO 1 _� DIRECTIONOFAUCENBEDPROFESSIONPI $ BELOW POST FRON ENGWEER,ARCHITECT ORIAND SORVEY0R,TO 0 • >A 5205E _— - - ALTERTHIsoowMENrwS2WWAY.P IIP ci 1 ' C: COMPLYWRIiT OUPQiE.1ENTS FO NR"7 — - • - _ OPEN TO ERSON SHALL MECHANICAL — BELOW . ALTERED,THE vONKmurnTroNlAwnBsr RANNGAS NEEDlG - POINTS ' RESPER NYS IDENTIAL I'�' DN RESIDENTIAL ON - ma CGDE Ilk Y ..__. .100 CODE �--- • .. • , 13'C%1F7� I 4 .tom-- - r.l # - LVLKIR. ' IjIII1!IIIII. tk 1O1P I I I .�%1POSf y ee ' � ‘ '4- t `' I II 1 / NEW GIRDER r9 - Ay,/ R� ,,N} . I is I sir `—� �\ 7se----�/ POST REC Ar lt. EII/E® 10 MECHANICAL FLOOR PLAN / ; _ �RAIISFDS C �--\ OWP11-- I I p ON BYF01/ERS-_ � ---\I 1 13 , R�• - ' � - ` `-YW d41 -I-- I -\ _.I �_ - _ _ -, _ _ _ _ _ - _ _ Scale 1!4' 1'-a' _. ®'i�• cM^'.`7' _' _ , � � I I I I I �i ( i IJUN t L J2014 �'° o .1.-31.}N 1--=-- I----J L--J ZONING B 4 � A O FIRST FLOOR PLAN ScaIe 1/4=r-a OARD OF APPEALS a R • dr.r» 39.9" H `/ EXIST BEST EXIST , I _ T \si //�Wvm100.1 t E C �ko, EXISTING EXISTGMASTER /r PYA - \ E WIC.EXISTING . BEDROOM / �7 _ a' FRANK FALINO T EXISTING\ TECT,PLLC F� � // EXISTING LIVING ROOM ,$ DESIGARCHN 8 CONSTRUCTION BATHROOM\ I N1ruRDro I / - " - - ' I � � / - t 18 Harbor Road $ O �� L_ / , Part Washington,NY 11050 I / Tel 831.3755511 / , FALINO®OPfONUNENET ,pQ 4 .p� © . CLIENT INFO �BATMG ar MD 11 \�� // BALCONY T Osborne G211a Residence 5 � Y - - 1200 Flrs1 street 4 8 I . New SuDOIk,New Yod. Ix O E CLOSET OSD//\� 1 1 MT >` ti - -- <______ - —_• �_._. _ _ - ._>.Tr DT PROJECT TITLE jr- / ��? OSBORNE•GRELLA RESIDENCE • / \_ NEW '5r - PROJECT DESCRIPTION EXISTING BEDROOM // PANTRY IT — I ADDITION PHASE/ \ ` SIAPE III SLOPE DESIGN DEVELOPMENT_1_7 I //SD \\ CHECKED BY ISSUE DATE LS%,vc� / �I OPEN TO \ ( FF o�lzo�z 1I BELOW • G..\ �- F DRAWN BY CURRENT DATE S / J\`I N -- EIOSTWG50.ARPNHS TMD 03/18/14 �g�/ 1 ' \ ��_`- r BT NG SOLAR PANELS `o DRAWING TITLE e,/ J °N / /NEW 2XMR.��� (2)256 (2.7x0 --- ?. eISac/ u F.ra?::IAC: rn1 21B / SLOPE NDY Q710(EGRE55) IX75 IX15 CUE �g NNQyy2%8 �� - ` re / ,� o NEW2X8 C 6`6 y .'P' CJ B'oO �1 9 SHEET NO. r WS' .PE !0-1'� _ A..2 y KRCHEN� • 1coc 1 � SECOND FLOOR PLAN } 1l- O ROOF PLAN \LJ Sae 1/9'=1'-0' Scale 1/4'=1 ' -" FILE LOCATION REVISIONS NO DATE DESCRIPTION J ISSUED TO 04/04/13 MTG WITH NEW SUFFOLK 05/01/13 MTG WITH REILLY 05/13 OWNER FOR REVIEW 07/03/13 FILING SET 11/12/13 FILING SET DISCLAIMER D RAWINGSM ETREPROPERTYOFFRAMC FNJNO,ARCHTECT,PLLC.AND SHALL NOT BE - REPRODUCED WITHOUT THE PERMISSION OF FRANCFAUN0 ARCHTECI,PLLC 1VARNINS IT IS A VIOLATION OF THE NEW YORK EDUCATION TAW SECTION 7X02 FOR ANY PERSON,UNLESS HE ISACMGU11005 {E D IRECTION OFA LICENSED PROFESSIONAL :" ---- MISTING ROOF FRAMING DOS1ING•... G pl1ERENGIN�$OOLUMENT07ANYWAARCHITECT OR IAND URVEYOR,TO Eng EXISTING ATTIC FRAMING ALTERED,THEALTERwo PERSON SHALL EXISTING ATTIC FRAMING ~' P-a; COhPLYWNHTHERE0001ENEM50FNEW NO CHANGE vORXEWu24_ ,,��C9°6 ITIkfH:E.}la:V EY S G P R • FDS'" NO CHANGE s ala;k \ r ® 4 4- .,1 EWINGCEIUIGJOISTS - FXISIINGCFBJNGJOLSIS f0(ISiWGCEWNOJ01SI3 l° }- c}761,`?".". , +.�.t-—--- - III 150555055005 •-- -- '"�,',',,,,,i1‘,,.. �7,A,?i, 1- °4� Or • EXIStING— EXISTG LNING ROOM po5.I i1 \ «1'• tl wAu BATHROOM m m SECOND FLOOR WALL STAIR PANTRY EXISTING 3,�1 "q-kH c1'SS 5 * ,rj.' 4 1, EXISTING FRAMING TO REMAIN ';a 4, ., r- /• .-1 JT EOISTBIGRDINLJ06IS .. >� f 4 R"- • EOSRNGGIRODI EOSINS GIRDER Y_E%ISTING GIRDER e ' r _ >`,? � f 6 r MECHANICAL ROOM // �¢xls PG_,ecx TO ., '` • ` -11,-P . -- - '-- - -- -- - - PROPOSED PLAYROOM- - -- / -2SVAIN-- - - - - - - - - - -- -- - ;-. -- — PROPOSED-- - - - -- - - - - - -- �r 4"' j x^s •<G G3'' 4 p FIRST FLOOR / $ I1 PLAYROOM 6114'%i,-TB'PARAUEDI r' - I I I ' ) Y-)-. T�YWau �� FRANK FALINO CONTINUOUS --a-wwAu.CONSTRUCTION ���; IT? CONSTRUCTION .- —+43.9----- ;/I AIS ja ;J t3)3,nX„-w-- srya 1W d d d d b 9 d 1---- R 91F — �— PMAUAVXIO VESTIBULE CL 31W%11-7RP 1\__�3VTX1NR'PNWUB BIIXN4�)I H @ EL FJ J12 (WpLygNQtD) r •I r I r j - r•(TYp®FAFJTO PROPOSED CONTINUOUS r r ) I'� S il GIRDER CONNECTION) �MasNRE 'WET STORAGE' EXISTING[ 1{ NOIGMPROOF FR54ITW) ,E i` I PROOF FM I ° ^� I T vEsneat t § PROPOSED ` PROPOSED I• E PARKING ,•I PARKING I 1 I FRANK FALINO T —,C^1 = ----7-1---1 -_ ARCHITCT,PLLC 'TU Y— // I /// 17%1STIS o ll I -r i I I I 1 DESIGN 8 CONSTRUCTION J T__'., I 0 • BEL BEY055 �DOSIUIG GRADE �'� _Tye y 11 m 11_—�____—��1 c—__ ____ GE ?4i F1 1 � 1 i ” \ { H _ A I" i_ • •• •,T .ri�S� Port WazNngton,NY 11050 2.0'22.011,6* Tel 031.375-5511 N SSLSSNILNOI1DEEDS COMPACIHI FILL BELOW TEBEALI TYPICAL F70.5� POECAP r —STAB ON GRAB VESTBULECHEECI( WALLS(3'dDEEP)SHALL FALINONOPIOMINENET Qom, WALLSSHNLNOTTD T STAB ONGRPOE T I I I NOTTIEINTONEW PILE I I Gq�ADEBE0.CAPS AlS Td GIPSAND GRADE BEANS CLIENT INFO O SECTION O SECTION Sole 1/4=1-0 Osborne-Grella Residence Sale 1/4'=1,-0' 1200 First Street New Suffolk,New Yerk CONSTRUCTION SEQUENCE. PROJECT TITLE. OSBORNE-GRELLA RESIDENCE 1. LIFT EXISTING SECOND FLOOR AND ROOF STRUCTURE �) 2 DEMOLISH EXISTING FIRST FLOOR /� A PROJECT DESCRIPTION 3 CONSTRUCT FOUNDATION IN ACCORDANCE WITH FEMA REGULATIONS ��,(//�� J ADDITION 4. CONSTRUCT NEW FIRST FLOOR ON NEW FOUNDATION PHASE. 5. LOWER DUSTING SECOND FLOOR ONTO NEW FIRST FLOOR - RECEIVE® DESIGN DEVELOPMENT CHECKED BY ISSUE DATE • B ��jT)j 5 FF 07/2012 JUN 2 _014 DRAWN BY CURRENT DATE. TMD 03/18/14 DRAWING TITLE GC;tiF2G Of-APIA1:7ALs s c:io.Ns SHEET NO Al s '- FILE LOCATION [REVISIONS NO DATE DESCRIPTION it 005114G SOIARPANEIS R__ni:1L ES:ROY L:- a'tai."-.'1//,',.; _) _._ _ -ARCA-7.A1: i"flNC+^>:'$'<`nic-'i: . ---- _ ____"___ ___-— }•,:O•Yf IN LASTING -- -- r -- __ __ _._ 13014 4_.—__._1 X14` .._ __ ---- y6 -- 14.11`-�` ..____ __. - -_-- _ _ —_._V____ — IpAR}0__Y___-- ___— —_`U_ — - ISSUED TO --_ _-- SUFFOLK -A2'03.1-= EX EY EX. __ _ - EX eX _ _ ___ __ _ _—_—___ —_ __ __ — __ _ _ ___ —__—_ s 513 MTG WRH REEI NEW _ ,,1 __ ___ _ ____ ___ _ ___ 05/13 OWNER FOR REVIEW H�+'LOt`'ALV hYL'a�::;J�— __ _ _ (� — .,-^.-^. - __ _ — —. ____ __ _ __-=----.7=-.;_ 07/03/13 FILING SET _—_—_�— = 11/12/13 FILINGSET _ ____ ♦23 TI __—___ _ _ _ DISCLAIMER , _._ r_ ` � ._, _ _ _ _ ��� ____ _ - _ __ _____. _ _ y � -- DRAWNGSARE THE PROPFATYOF FRANK _ _ — —__ — ___ _—_--_ _— _---. ___ _ __ -- '� FAUN,ARCHRECTJ'UC.AND SHALL NOT BE I=- E —' < — __ __ _ __ REPROOUCmWRH011T1HE PERMISSION OF _--- >-—_-,> - I____ __ ___ _ __�____ __ _— ___ < FRAM(FALNO,ARCHIIECTJ'LLC ::f Li>PAW';>•KJr TLNL— `��. - ,__ _ _. , __ _ _ _ ___ _. ___ _____. ; - 'WARNING.RISACHITEGOLLG NEWY0fU __ _ _ - — _ — NEDWECALVENTS ---� EO0IION LAW SECTION LATION OF FORTHE NNY [1.7.= __DIIID _ m >_ _ Lyry4 -__— —_ FOR BODER E7C. —__ .*_1:-.."-:, PERS0N,MESS HE IS ACTINGUNDERTHE _ ___ ._ RGq G) __ ___ _ DIRECTION OF A LICENSED PROFESSIONAL --- - - _ - - - -- - - -- _ ENGINEER,ARCHRECT OR LAND SURVEYOR TO -ND _ — -- '-r_____-----.111-11 - -- '-'_ - - ---___ � _ _ _ _ __ __ _ _ _ - - _ ALTER THIS DOCUMENT PI ANYWAY IF __ ___ ____ _ __ _ _ _ _ __ __ _ _ __ _ ALTERED THEALTERPIGPERSON SHALL ,, _ _ _ ___ - s OF NEW 'BST,R'_`V_':"V LINE-Ct.E - `,+---_.--„.,—..------,.-----._.-----...—=-_ _ _ _ t ...._ Y0RKE0UCATION LAW77Ag7 r•Pn —31 '10=--- �R'-_rfiaE _ _ __• __ _ _ _ --__ _ _ _ __ _ _ AS REQUIRED—~ I ���- UNE FENCE ANDFIERS C0MPLYW0TION LAW 720.9Z • - -{ § _ - 1 't'`,��v..LI .4t..11 sa, �i 1 ° 1 • }: : V �. x.[.''.t'w eqy 'b$g.� .f4 - 4 3 - - 3 ( Y}}i 1}- I .1'w Z•T T�'i >��l .3 _y, _-i `- rr1- --'-i_ , �s-`'- `� __�. _ c-'f; -'..'.... r, c" M . _ _l 'i �'L= ' ,t'.;.;?.„Ka ryTp�"�'sQS -O•},+ 4-2 `---� >--- ----'` 1 ..-� t A - .- _ YI NL i _;j F,�., • .._-.aa^�\ t`•;) 4 ; x: 1 d — `RAISE05EPfIG- ., 'c��'� L^�`,\` A 1,'I.14. rz 1 )--•--77":-:,—; F J1 -t!f5 DESIGN OTHERS— Kfj' ”`r .Y3} \ a a5TJ :'2 rpm }t`:1\'R N"►d '� .:,.,e..,; OPENsLATTiCE OR EQUAL PR0N1LWFRHIEAD COORS—/-' OPEN LATTICE ALLRABSTO CODE TRETPIWNGWALL �,T.i�/ �4a. 4. / ;,"'• f (SLRUGTURPLDESIGNBY/THERM -• Is/ y L» 1 //de e°rPY CY}hI)I>lY5 � Nc••. ,,, ���.'� �.4Y.- NI)7F, AL) XENDOW',AB}• ''� 'CYE BE A'�z)>>�9>->y(i)i'r"F- - - - -- - . ''-'4‘-' '. WEST ELEVATION 4:. x 0 r ti �B O EAST ELEVATION s'r R:.1,v:,rut a'rn�){?iv, O Scale v4 e 3'-0• :+ Scale 1/4"a 1'-0" A C , . -- SOIARPARELS H —14 E C _— - / _ _ FRANK FALINO / \ DESIGN&CONSTRUCTION �--- _ \ \ / r-_____==—_ _' - 1 = ( 1200 J_s 16 Harbor Road HWasH Washington, <sm> _ cX15\\ IX75\ ,/Q75 t _ _ --- ___ _ Tel 631-375-5511 F______— -___ —_—____.— ._ __ W2,520WW17W3003_ _ ___ < l ....'' _ __ - - -_ < ". < < FALINO@OPTONIJNENET _(ESS)___ ___ s--- I�I _ __ __ .. __ _ _ < __._—_._._.__--__—_—_.11=— .___ __ .J.1 CLIENT INFO // \\ '_ —} / \\ // Osbome-Grella Residence -------—`------'"{ ( )-` __ / _ // 1200 First street New Suffolk,New York = _ C(15—J IXT5\, s\\//cs5 (- \vas .- M q - ---- - ` a PROJECT E-G - ITLE . _ _` \ :. ,_a ,_ , _ OSBORNE-GRELLA RES -- - -FFFp�WWWpppv.YPA1SA51ffiPAE¢— =� \ -- - �., __ -- PROJECT DESCRIPTION - _ ; '; � ADDITION } - - - RECEIVED PHASE _ _ _. DESIGN DEVELOPMENT n - - — -t'`- II .p I, __ JUN 4� 20 :CHECKED BY ISSUE DATE FF 07/2012 Ir., I I -LxFy= i`L I 14 � l';._ -'' .:`t= y I I I I I --- ---� DRAWN BY CURRENT DATE `\\\ I'- ' '-I I I I I I . I --- ----.�----� ZONING BOARD OF APPEALS TMD 03/18/14 \ RETANINGWALL NEW RAILNG0 FLOOD VENT(BEYOND)NSTAILEDAS PER ED GARBAGE WEE DRAWING TITLE TW d<82 E7(ISIING PEDPERIYINE CODE AND MANUFACNREAS REQUIREMENTS, (STRIICTURLL DESIGN BY 0PFAS) FENCE,TOPROVME NCUIDINGMWOMUIRCIERANCEABOVE =V.4TY:'- GUARD RM.ATTCP OF EXIERIORGRADEAND SQUARE FOOT OF NEW SEPTIC SYSTBI OPERABLEAREA(TIP(gl 3) RETAINING WALL SHEET NO t SSOUTH ELEVATION AA i'I O Scale 1/4"=I•-0" O0\ `i") .0-A , I ),( FORM NO. 3 TOWN OF SOUTHOLD A/� BUILDING DEPARTMENT J SOUTHOLD,N.Y. (\:\I NOTICE OF DISAPPROVAL DATE: August 7, 2013 AMEDED &RENEWED:May 19, 2014 AMENDED: June 2, 2014 AMENDED: July 14, 2014 AMENDED: September 16, 2014 TO: Suffolk Environmental(Grella) 2322 Montauk Hwy. Bridgehampton,NY 11932 Please take notice that your application dated July 31, 2013 For permit to partially demolish, reconstruct, and make additions and alterations to an existing single family dwelling at Location of property: 1200 First Street,New Suffolk,NY County Tax Map No. 1000 - Section 117 Block 7 Lot 30 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 3621 square foot lot in the Mil District, is not permitted pursuant to Article XXIII, Section 280-56, which states, "No building shall be used and no building or part thereof shall be erected or altered in the MII District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference,with the same force and effect if such regulations were set forth herein in full." Pursuant to Bulk Schedule, a minimum front yard setback of 35 feet, a minimum single side yard setback of 25 feet, a minimum combined side yard setback is 50 feet, and a maximum lot coverage of 30 percent is required. Furthermore,Bulk Schedule allows no more than 2 stories. The proposed construction notes a front yard setback of 3 feet, a single side yard setback of 2.7 feet, a combined side yard setback of 13 feet, a total lot coverage of 38.2 percent, and a third story. In addition, the construction is not permitted pursuant to Article XXII Section 280-116B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not Less than seventy- five(75) feet from the bulkhead." T The proposed construction notes a setback of 21 feet to the exist'- -bulkhead. i , ........._____ --. Au orized Signa re This Notice of Disapproval was amended on May 19, 2014 following amendments made by the applicant. This Notice of Disapproval was further amended on June 2, 2014 to address lot coverage following a new survey submission made by the applicant. This Notice of Disapproval was also amended on July 14, 2014 to address the need for a third story variance. This Notice of Disapproval was also amended on September 16, 2014 to correct an error in the zoning district—The property is located in the WI Zone. Cc: File, ZBA A, FORM NO. 3 tom' VEd ''� 17 T CEI TOWN OF SOUTHOLD _ BUILDING DEPARTMENT AUG 4 SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL AL'S DATE:ZONING AugustBOARD 7,OF 2013APP AMEDED &RENEWED: May 19, 2014 AMENDED: June 2, 2014 AMENDED: July 14, 2014 TO: Suffolk Environmental(Grella) 2322 Montauk Hwy. Bridgehampton,NY 11932 Please take notice that your application dated July 31, 2013 For permit to partially demolish, reconstruct, and make additions and alterations to an existing single family dwelling at Location of property: 1200 First Street,New Suffolk,NY County Tax Map No. 1000 -Section 117 Block 7 Lot 30 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 3621 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet, a minimum rear yard setback of 35 feet, a single side yard setback of 10 feet, a minimum combined side yard setback is 25 feet, and a maximum lot coverage of 20 percent. The proposed construction notes a front yard setback of 3 feet, a rear yard setback of 25 feet, a single side yard setback of 2.7 feet, a combined side yard setback of 13 feet, and a total lot coverage of 38.2 percent. In addition, the construction is not permitted pursuant to Article XXII Section 280-116B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five(75) feet from the bulkhead." The proposed construction notes a setback of 21 feet to the existing bulkhead. Furthermore,the construction is not permitted pursuant to Article III • tii ; I " which limits a single family dwelling to 2 %stories.The proposed construction r is in a - •rd sto z -- .orize. Signature This Notice of Disapproval was amended on May 19, 2014 following amendments made by the applicant. This Notice of Disapproval was further amended on June 2, 2014 to address lot coverage following a new survey submission made by the applicant. This Notice of Disapproval was also amended on July 14, 2014 to address the need for a third story variance. Cc: File, ZBA y, .. - , -�� • <A, i FORM NO. 3 RECEIVED r ' , TOWN OF SOUTHO ,n i, Z��� BUILDING DEPARTM SOUTHOLD, ZONING BOARD OF APPEALS til NOTICE OF DISAPPROVAL DATE: August 7, ': AMEDED &RENEWED: May 19, 2014 AMENDED: June 2, 2014 TO: Suffolk Environmental(Grella) 2322 Montauk Hwy. Bridgehampton,NY 11932 Please take notice that your application dated July 31, 2013 For permit to partially demolish, reconstruct, and make additions and alterations to an existing single family dwelling and to maintain as-built decks at Location of property: 1200 First Street, New Suffolk,NY County Tax Map No. 1000 - Section 117 Block 7 Lot 30 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 3621 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet, a minimum rear yard setback of 35 feet, a single side yard setback of 10 feet, a minimum combined side yard setback is 25 feet, and a maximum lot coverage of 20 percent. The proposed and as-buil/co- ,.t ction notes a front yard setbaof 3 fee a rear yard setback `25 feta - single side yard setback oa 2.T ,,et, a combined side yard setback o feed, and a total lot coverage"i f 38.2 percent. Furthermore, the construction is not permitted pursuant to Article Is-Section 280-116B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists' and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five(75) feet from the bulkhead." The proposed construction notes a setb.c: of 21 feet to t i - existin• •. i1d. 4.1Pr i I Aphorized ••. This Notice of Disapproval was amended on May 19, 2014 following amendments made by the applicant. This Notice of Disapproval was further amended on June 2, 2014 to address lot coverage following a new survey submission made by the applicant. Cc: File, ZBA - FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. 3 NOTICE OF DISAPPROVAL (II' DATE: Augu , : AMEDED &RENEWED: 9, 2014 TO: Suffolk Environmental(Grella) 2322 Montauk Hwy. RECEIVED Bridgehampton,NY 11932 'JUN 2 5 2014 Please take notice that your application dated July 31, 2013 ZONING BOARD OF APPEALS For permit to partially demolish, reconstruct, and make additions and alterations to an existing single family dwelling and to maintain as-built decks at Location of property: 1200 First Street,New Suffolk,NY County Tax Map No. 1000 - Section 117 Block 7 Lot 30 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 3621 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet, a minimum rear yard setback of 35 feet, a single side yard setback of 10 feet, a minimum combined side yard setback is 25 feet, and a maximum lot coverage of 20 percent. The proposed and as-built construction notes a front yard setback of 3 feet, a rear yard setback of 25 feet, a single side yard setback of 2.7 feet, a combined side yard setback of 13 feet, and a total lot coverage of 65 percent. Furthermore, the construction is not permitted pursuant to Article XXII Section 280-116B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five(75) feet from the bulkhead." The proposed construction notes a setback of 21 feet to the existing bulkhead. Authorized igna re This Notice of Disapproval was amended on May 19, 2014 following amendments made by the applicant. Cc:File, ZBA APPLICATIOL_.D THE SOUTHOLD TOWN BOAT )OF APPEALS For Office Use Only �(� Fee: $ Filed By: Date Assigned/Assignment No. Office Notes: 1 House-No.1200 Street First Street Hamlet New Suffolk SCTM 10(10 Section117 Block 7 L.ot(s)30 Lot Size 3621 s. f. Zone R-40 RECEIVED I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED: May 19,2014 BASED ON MAP DATED May 28,2014. JUN 2 6 2014 Applicant/Owner(s): William F.Grella and Gary D.Osborne ZONING BOARD OF APPEALS MailingAddress:327 West 30th Street,Apt.#4E,New York,NY 10001 Telephone: 212-563-7150 Fax#: Email:gary(a,oliverandadelaide.com NOTE: In addition to the above,please complete below if application is signed by applicant'attorney,agent,architect,builder,contract vendee,etc.and name of person who agent represents. Name of Representative: Bruce A.Anderson—Suffolk Environmental Consulting,Inc. for( ) Owner,or( )Other: Agent's Address: P. O.Box 2003,Bridgehampton,NY 11032 Telephone: 631-537-5160 Fax#: 631-537-5291 Email: bruce(ii suffolkenvironmental.com Please check box to specify who you wish correspondence to be mailed to,from the above names: ❑Applicant/Owner(s),or ®Authorized Representative,or ❑ Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED MAP DATED-5-28-14 affil DENIED AN APPLICATION DATED April 14,2014 FOR: ®Building Permit ❑ Certificate of Occupancy ❑Pre-Certificate of Occupancy ❑ Change of Use ❑Permit for As-Built Construction ❑Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers. Do not quote the code.) ArticleXXIII Section 280-124 and_116 Subsection B Type of Appeal. An Appeal is made for: ®A Variance to the Zoning Code or Zoning Map. ❑A Variance due to lack of access required by New York Town Law-Section 280-A. ❑Interpretation of the Town Code,Article Section ❑Reversal or Other. A prior appeal❑ has,® has not been made at any time with respect to this property,UNDER Appeal No. Year . (Please be sure to research before completing this question or call our office for assistance.) Name of Owner: ZBA File# REASONS FOR APPEAL (additional sheets may be used with preparer's signature): AREA VARIANCE REASONS: (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted,because: The existing house would be raised to protect against future storms. Therefore,there would be no change to character if the neighborhood (2) The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: The existing dwelling sits on a pre-existing non-conforming lot having pre-existing non-conforming front yard setback,side yard setback, total side yard setback, rear yard setback, lot coverage and bulkhead setback. Accordingly,there is no alternative means for elevating the dwelling that would result in setback and coverage compliance. (3) The amount of relief requested is not substantial because: In relation to the existing setbacks, no change in the existing setback condition would result (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The raised dwelling would comply with FEMA requirements, and the property would be improved by the construction of a new septic system and also be installation of stormwater control measures compliant with existing Town Code requirements. In addition,total coverage would be reduced due to the removal of the rear deck and removal of a stone and concrete retaining wall (Planter)encroaching onto the street right of way. (5) Has the alleged difficulty been self-created? ( )Yes,or (X)No. Are there Covenants and Restrictions concerning this land: ® No. ❑ Yes (please furnish copy). This is the MINIMUM that is necessary and adequate, ind at the same time preserve and protect the character of the neighborhood and the health,safety,and welfare of the community. Check this box( )IFA USE VARIANCE IS BEING-REQUESTED,AND PLEASE COMPLETE THE ATTACHED USE VARIANCE SHEET: (Please be sure con ult our attorney.) ignature of Appellant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this day of "Jima ,20 /y . Rf '1VED JUN Nota �u is 2 6- ala Matthew D. Ivens Notary Public of New York ZONING BOARD OF APPEALS No. 0 i IV6053859 Qualified in Suffolk County Commission Expires January 22, 2015 APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant:Bruce A. Anderson Date Prepare.. 81'/13 I. For Demolition of Existing Building Areas Please describe areas being removed: Applicant proposes to remove the first floor walls, doors, and windows and construct a new first floor,shore up existing girders above,construct a new foundation,and to set the existing second floor second floor onto the the reconstructed first floor. The resultant refurbished dwelling would comply with applicable FEMA requirements. II. New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: No First Floor expansion is proposed Dimensions of new second floor: No second floor is proposed Dimensions of floor above second level: N/A Height(from finished ground to top of ridge):36' Is basement or lowest floor area being constructed? If yes,please provide height(above ground) measured from natural existing grade to first floor: 13.9'above naturally existing grade(wet storage below) III. Proposed Construction Description(Alterations or Structural Changes) (attach extra sheet if necessary)- Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: The first floor is damaged from Hurricane Sandy The second floor and roof are of sound condition. Number of Floors and Changes WITH Alterations: The proposed house will be 2 stories,contain 4 bedrooms, and have a new roof peak height of 36.25', and have a reconfigured roof structure including roof deck IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 1343 Proposed increase of building coverage: 0 Square footage of your lot: 3621 s.f. (35.12 s.f buildable land) Percentage of coverage of your lot by building area: 38.2% V. Purpose of New Construction: To repair house damaged by storm and to comply with applicable FEMA regulation. VI. Please describe the land contours (flat,slope %,heavily wooded, marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): The land is flat. Please submit seven (7) photos,labeled to show different angles of yard areas after staking corners for new construction),and photos of building area to be altered with yard view. 7/2002; 2/2005; 1/2007 RECEIVED JUN 262014 ZONING BOARD OF APPEALS 1 QUESTIONNAIRE FOR FILING WITH YOUR Z.B.A.APPLICATION 6,1 A. Is the subject premises listed on the real estate market for sale? ❑Yes ®No. B. Are there any proposals to change or alter laud contours? ®No ❑ Yes,please explain pn attached sheet. C. 1)Are there areas that contain sand or wetland grasses?Yes small sandy shore fronting Great Peconic Bay 2)Are these areas shown on the map submitted with this application?,yes 3)Is the property bulkheaded between the wetlapds area and the upland building area? m 4) If your property contains wetlands or pond areas,have you contacted the office of the Town Trustees for its determination of jurisdiction? Yes Please confirm status of your inquiry or application with the Trustees:Application to be filed upon successful completion of zoning application process. and if issued,please attach copies of permit with conditions and approved map. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? Yes-small beach area E. Are there any patios,concrete barriers,bulkheads or fences that exist and are not shown on the survey map that you are submitting? No (Please show area of these structures on a diagram if any exist. Or state"none"on the above line,if applicable.) F. Do you have any construction taking place at this time concerning your premises?No If yes,please submit a copy of your building permit and map as approved by the Building Department and describe: G. Do you or any co-owner also own other land close to this parcel?No If yes,please label the proximity of your lands on your map with this application. H. Please list present use or operations conducted at this parcel Residential and proposed use Residential. (ex pies: existing: single-family;proposed: same with garage or pool,or other description.) t2----S A.---- SA/' Authorized Signature and Date 2/05, 1/07 RECEIVED JUN 262014 ZONING BOARD OF APPEALS .. ',,,,,,,/Ili•,• ,s,,,,, k .- Town of Southold y : Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM 0 4' PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A -- Qi 4,1.0� 1000- 117 - 07 - 30 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN ••......•.''' Districte3ectton Block CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT YesNo a. What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within .083 acres Generated by a Two(2")Inch Rainfall on Site? the Scope of Work for Proposed Construction) (5 F.f aces) (This item will include all run-off created by site X III b. What is tho Total Area of Land Clearing clearing and/or construction activities as well as all — and/or Ground Disturbance for the proposed ~0.83 acre. Site Improvements and the permanent creation of construction activity? impervious surfaces.) (S F.r Acres) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION (ProvideAd«:iOnaiPaS*5TIT Needed) Drainage Structures Indicating Size&Location?This X IN Item shall include all Proposed Grade Changes and The applicant is proposing to repair his home that Slopes Controlling Surface Water Flow. was damaged by Hurricane Sandy. All 3 Does the Site Plan and/or Survey describe the erosion — construction will be taking place landward of the and sediment control practices that will be used to X control site erosion and storm water discharges. This existing Bulkhead on the property. item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural e' X Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities . Encompassing an Area in Excess of Five Thousand X (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or — Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acro that 7 Will there be.Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to Il X including Construction activities involving sod disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious - for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off X 1.The SWPPP shall be prepared prior to the submittal of the NOI.The NOI shall be into and/or in the direction of a Town right-of-way? — submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required.posbconstniction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any X constructed to reduce the pollutants hr storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition.the SWPPP shall Area?(This Item wits NOT Include the!retaliation of Driveway Aprons.) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice In a Box and the construction site disturbance Is between 5,000 S.F.81 Acre In arca, component shaft be prepared by a qualified Design Professional Uconsed in New York et Storm-Water„Grading,Drainage 8 Erosion Control Plan is Required by the Town of that is knowledgeable In the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to issuance of Any Building Permit. (NOTE A Check!dant(a)and/or Answer for Fadi Question is Required for a Complete Appu"cttron) s. �� t�ECEIVEL. STATE OFNEW YORK,COUNTYOF SUFFOLK SS 461JUN 2 a 2014 BRUCE A.ANDERSON @ SUFFOLK That I, ENVIRONMENTAL CONSULTING,INC. being duly sworn,deposes and says that he%bl+iiAS EIS RINCiPr/RIPB LS (Name of individual signing Document) And that he/she is the AGENT (Owner.Contractor.Agent.Corporate Officer.etc.) Owner and/or representative of the 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 here • Sworn to before me this; of '.�� � ,20 3 Notary Public: .`ii Mfifihew D. (vans (SignatureApplicant) of A rant Nitarj, u� yc of New York l,'W., I. FORM - 06/10 No 011VFi053359 Qualified in Suffolk County Commission Expires January 29 ^hill 61 Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: William F.Grella and Gary D.Osborne Project Location(describe,and attach a location map): ` ^//J 2 1200 First Street,New Suffolk,NY [.e Brief Description of Proposed Action: ����^^��qq Applicant proposes to remove the first-floor walls,doors and windows and construct a new first-floor,shore-up the existing giFd-eYi;ge, construct a new foundation,and to set the existing second floor onto the reconstructed first-floor. The proposed activities do not constitute a demolition as currently defined in the Town Code. The resultant refurbished dwelling would comply in all respects to thjEADli zone requirements. ZONING BOARD OF APPEALS Name of Applicant or Sponsor: Telephone: 212-563-7150 William Grella and Gary Osbome E-Mail: gary@oliverandadelaide.com Address: P.O.Box 669 City/PO: State: Zip Code: New Suffolk NY 19956 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that n n may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 1 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ ❑ Southold Trustees and Building Department and Suffolk County Department of Health Services 3.a.Total acreage of the site of the proposed action? 0 08 acres b.Total acreage to be physically disturbed? _ 0.05 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ®Commercial ®Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ['Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES_ N/A a.A permitted use under the zoning regulations? ✓❑ ❑ ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ✓❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present Ievels? NO YES ❑✓ ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑ ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? n ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ ✓❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑✓ ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑ ❑ b.Is the proposed action located in an archeological sensitive area? ❑ ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: m Shoreline 0 Forest ❑Agricultural/grasslands El Early mid-successional ❑ Wetland 0 Urban El Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑✓ ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO DYES ❑✓ ❑ b.Will storm water discharges be directed to established conveyance systems runoff and storm drains)? If Yes,briefly describe: NO DYES RECEIVED 11'j -JUN 2014- Page 2 of 4 ZONING BOARD OF APPEALS 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ El 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: [] ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicants..'sor nim ruce A.Anderson,M/ S,Agent Date: June 23,2014 cur Signature: 4111 1. Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the-questions-the reviewer should be guided by the concept-"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur • 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 11:1 111 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ ❑ waterbodies,groundwater,air quality,flora and fauna)? RECEIVED Aol UN 262014 Page 3 of 4 ZONING BOARD OF APPEALS • • No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? LI Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed-action-may-or will not result in a significant adverse environmental impact.please complete Part 3_ Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering-its-setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ElCheck this box if you have determined,based on the information and analysis-above,-and-any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different froniResponsible Officer) RECEIVED JUN 6 20 '1 PRINT Page 4 of 4 ZONING BOARD OF APPEALS APPLICANT TRANSACTIONAL DISCLOSURE FORM" (FOR SUBMISSION BY OWNER and OWNER'S AGENT) The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information, which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Anderson, Bruce A. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company. If so,indicate the other person or company name.) NATURE OF APPLICATION: (Check all that apply.) Tax Grievance Variance ✓ Special Exception If"Other", name the activity: Change of Zone Approval of Plat 1 Exemption from Plat or Official Map Other Do you personally, (or through your company, spouse, sibling, parent, or child)have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5%of the shares. YES ✓ NO Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: William Price Title or position of that person: Justice Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A)the owner of greater than 5% of the shares of the corporate stock of the applicant(when the applicant is a corporation); CP.71 B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer, director, partner, or employee of the applicant; or RECEIVED D)the actual applicant. JUN 252014 DESCRIPTION OF RELATIONSHIP Brother-in-Law ZONING BOARD OF APPEALS Submitted this f ay of f 4 Signature A Print Name:ISV 4L - tea, APPLICANT tRANSACTIONAL DISCLOSURE FORM (FOR SUBMISSION BY OWNER and OWNER'S AGENT) The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information, which can alert the Town of vossible.conflicts of interest and allow it to take whatever action is necessary-to-avoid same. YOUR NAME: Gary D. Osborne (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company. If so,indicate the other person or company name.) NATURE OF APPLICATION:(Check all that apply.) Tax Grievance Variance ✓ Special Exception If"Other", name the activity: Trustees Wetlands Permit Change of Zone Approval of Plat Exemption from Plat or Official Map Other Do you personally, (or through your company, spouse, sibling, parent, or child)have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5%of the shares. YES NO ✓ Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself(the applicant) and the Town officer or employee. Either check the appropriate line A through D(below)and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): ( A)the owner of greater than 5%of the shares of the corporate stock ,,1.-,' of the applicant(when the applicant is a corporation); �'.' l B)the legal or beneficial owner of any interest in a non-corporate entity RECEIVED (when the applicant is not a corporation); C)an officer, director,partner,or employee of the applicant;or JUN 2 5 2014 D)the actual applicant. DESCRIPTION OF RELATIONSHIP ZONING BOARD OF APPEALS k:C ��✓/� i Bk(W-2 •;;')--'-- Submitted this �• 4 2 0 � ,l� Signature: Print Name: Ko....�/ KATHLEEN B KLOSE - + Notary public v { ,� - State of New Jersey ' My Commission Expires Oec 1,2Q16 f. ` APPLICANT 'TRANSACTIONAL DISCLOSURE FORM" (FOR SUBMISSION BY OWNER and OWNER'S AGENT) The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. Thej,urpose of this form is to provide information, which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: William F. Grella (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company. If so,indicate the other person or company name.) NATURE OF APPLICATION:(Check all that apply.) Tax Grievance Variance ✓ Special Exception If"Other", name the activity: Trustees Wetlands Permit Change of Zone Approval of Plat 1 Exemption from lat or Official Map Other Do you personally, (or through your company,spouse,sibling, parent, or child)have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5%of the shares. YES NO ✓ Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D(below)and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); c� 1 B)the legal or beneficial owner of any interest in a non-corporate entity RECEIVED (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or JUN 2 6 2014 D)the actual applicant. DESCRIPTION OF RELATIONSHIP ZONING BOARD OF APPEALS =pis Submitted this - day .f Signature: `, /� �� ' =Print Name: Pr" ='4:€0-(4,7 1:CUP-a18 kJ._ KATHLEEN B KLOSE Notary Public State of New Jersey My-Cortimitsion Expires Dec 1,2016 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits*including Town of Southold agencies,shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C,the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered"yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,the action should be analyzed in more detail and, if necessary,modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department,all local librariesandthe Town Clerk's office. (11 ECEIVED B. DESCRIPTION OF SITE AND PROPOSED ACTION JUN 2 5 2014 SCTM# 117 - 7 - 30 ZONING BOARD OF APPEALS The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ® Building Dept. ❑ Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity, agency regulation, land transaction) ❑_ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Applicant proposes to remove the first-floor walls, doors and windows and construct a new first-floor, shore-up the existing girders above, construct a new foundation, and to $et the existing second floor onto the reconstructed first-floor. The proposed activities do not constitute a demolition as currently defined in the Town Code. The resultant refurbished dwelling would comply in all respects to the applicable flood zone requirements. Attach additional sheets if necessary Location of action: 1200 First Street; New Suffolk,New York Site acreage: 3621 s.f.f Present land use: Improved with single-family dwelling and related appurtenances Present zoning classification: R–40 2. If an application for the proposed action has been filed with the Town of Southold agency,the following information shall be provided: (a) Name of applicant: William-F.Grella and Gary D. Osborne (b) Mailing address:— P.O.Box 669.New Suffolk.NY 19956 (c) Telephone number:Area Code(2121 563-7150 (d) Application number, if any: N/A Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes❑ No® If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes-adverse effects of development. See LWRP Section III–Policies;Page 2 for evaluation criteria. N Yes n No ❑ Not Applicable As indicated within Policy 1, "Development that does not reinforce the traditional land use pattern of the Town of Southold would result in a loss of the community and landscape character of Southold.", this Proposal is to replace the existing first floor damaged by storm on a 2 story. This is an effort to bring the house up to code, and no additional floor space will be created. Additionally, the first floor of the existing house has been heavily reconstructed due to storm damage from Hurricane Sandy. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III–Policies Pages 3 through 6 for evaluation criteria n Yes n No ® Not Applicable Policy 2 is not applicable in that subject lot and the surrounding neighborhood / ll cannot be deemed a substantial historic and/or archaeological resources. (Q 1 RECEIVED JUN 2 5 2014 ZONING BOARD OF APPEALS Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 5 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable Subject proposal will not adversely impact the visual quality of the surrounding area in that the existing property has been improved with a single-family residence for many years without any evidence of resultina in adverse impacts to the neiahborhood. As proposed the existina first floor would be_rebuilLas- to comply with FEMA regulations and thus visual impact is limited to and caused by FEMA regulation. thereon. Attach additional-sheets if necessary NATURAL COAST POLICIES Policy 4, Minimize loss of life,structures,and natural resources from floodingand erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable As the proposal is for the rebuilding of the first fkloor in a manner compliant with FEMA regulation. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supplyin the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No Z Not Applicable Subject proposal is not applicable to Policy 5. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria '1 RECEIVED ❑ Yes ❑ No ® Not Applicable JUN 252014 Subject proposal is not applicable to Policy 6. ZONiNG-`3AARD AF APPEALS Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section IH-Policies Pages 32 through 34 for evaluation criteria H Yes ❑ No ® Not Applicable Subject proposal is not applicable to Policy 7. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages_34_through_38 fox e_valuation=cr-iter-iar- s, Yes H. No R, Not Applicable Subject proposal is not applicable to Policy 8. Attach additional sheets if necessary MIMIC MART Pt)!JC'TFR Policy 9: Provide for public access to,and recreational use of,coastal waters,public lands,and public resources of the Town of Southold. See LWRP Section III—Policies;Pages 38 through 46 for evaluation orefori� Fl Yes [1 No X1 Not Applicable Subject proposal is not applicable to Policy 9. Attach additional sheets if necessary Wf]RK110 t COAST P(1T TC11 S Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations: See LWRP Section-III.—Policies;Pages 47 through 56 for evaluation criteria H Yes n No Not Applicable RECEIVED Subject proposal is not applicable to-Policy 10. JUN 2014 ZONING BOARD ew APPEALS Attach-additional-sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town Waters. See LWRP Section III—Policies;Pages 57 through 62 for evaluation criteria ❑ Yes n No I1 Not Applicable Subject proposal is not applicable to Policy 11. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies;Pages 62 through 65 for evaluation criteria. n Yes -n No /1 Not Applicable Subject proposal is not applicable in that the proposal does not involve agricultural lands (i.e. the conversion of farmland. the establishment and/or maintenance of--new--coastal--aaricultural--production, ( ^1 :i etc...) Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section 11I—Policies; Pages 65 through 68 for evaluation criteria. n Yes n No RI Not Applicable Subject proposal is not applicable in that the proposal does not involve the conservation of energy resources on a commercial level and/or the promotion of alternative energy sources,proper maintenance of fuel storage facilities and/or the extraction of mineral extraction Attach additional-sheets-if necessary Created nn 5/25,/0s 11;7n AM • RECEIVED JUN 5 2014 ZONING BOARD OF APPEALS Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President HAND DELIVERED4(1,1 3 -June 24. 2014 Ms. Leslie Kanes Weisman, Chairperson Southold Town Zoning Board of Appeals Southold, NY,-11971 GRELLA/OSBORNE Property Situate: 1200 First Street, New Suffolk, NY crrM#; inff-117-7_a(1 Dear-Ms.Weisman, This Firm represents William Grella and Gary Osborne, owners of the above-referenced property,who are seeking all regulatory approvals to raise and reconstruct a portion of their dwelling damaged by Hurricane Sandy. Specifically,the applicants would remove the first-floor walls, doors and windows,shore-up the existing-girders above. construct a new foundation, reconstruct the first floor over the new foundation, and to set the existing second floor onto the reconstructed first-floor. The Southold Building Department has classified the-proposed project as a partial demolition with-additions and alterations. The resultant refurbished dwelling would comply in all respects to the -applicable flood-zone-requirements. Enclosed herewith please find eight copies of a complete application package containing the following items: 1. Town of Southold Building Department Notice of Disapproval last dated May 19, 2014; 2. Town of Southold Board of Appeals Application; 3. Applicant's Project Description andrphotos: 4. Town of Southold Zoning Board Questionnaire; 5.- -Owner's-Endorsement; 6. Transactional Disclosure Forms for both the applicant and Agent; RECEIVED 7.. NYSD.ECietter of Non jurisdiction for subiect property: JUN 252014 ZONING BOARD OF APPEALS 8. Town of Southold Short Environmental Assessment Form; 9. Town of Southold Erosion. Sedimentation.&Stormwater Runoff Assessment Form; 10.Town of Southold Local Waterfront Consistency Review Assessment Form; 11.Town of Southold Property record Card; 12. Pre-Existing Certificate of Occupancy for subject property: 13. Deed; 14:Location-Map-of subject property: 15. Survey of subject property prepared by Peconic Surveyors, P. C. last dated May 28. 2014: 16. Building Plans prepared by Frank Falino last dated March 18, 2014; and 17-Check made payable to the Town of_Southold insatisfaction,.of the requisite application fee. Kindly commence the review of this application and schedule a hearing at your earliest opportunity. Thank you in advance for your anticipated cooperation. Yours truly. Bruce A. Anderson idiK RECEIVED JUN 252014 ZONING BOARD OF APPEALS Cc. G. Osborne J. Fischetti, P. E. F. Falino.AIA Grella/Osborne 1operty Situate: 1200 First Street •New Suffolk • New York SCTM #: 1000— 117—07—30 (Photo taken on June 23, 2014) hex , -. i .map[M r Photo showing the existing house as shot from the street facing south. 1-.-PCel RECEIVED JUN 252014 ZONING BOARD OF APPEALS Grella/Osborne Ii'operty Situate: 1200 First Street ■New Suffolk • New York SCTM #: 1000— 117 —07—30 (Photo taken on June 23, 2014) �' w t i ttot _____-----iii ill r_________— to to _ z_ M "ML pr - tea., 9 Photo depicting the existing house and shot from the street facing southeast. /0 RECEIVED JUN 2 5 2014 ZONING BOARD OF APPEALS Grella/Osborne ] operty Situate: 1200 First Street ■New Suffolk • New York SCTM #: 1000— 117-07 -30 (Photo taken on June 23, 2014 (� " ,ittilk4t,_ *ift' ' a .„ .- . , tv.,,.„,,,, ,, - 1/47:41,41:. „ , ,vp, i ' o ': ,Ai' ''illillfti-Attk'';:4trlitg , 4 iv: -i: i , ... '"1 . v,/ , "t\ pp i` i.. t .if,.., ,� ,,,..,;./.17 r '' ,.:M''' ''' 01 1'A 1 1 j 41 i ,tom �'" �' { " -,p �y� , 1 ,,,,,,:,:/,--,',..- .--i. e.' /16 i‘''t. ',, J .--.1. : '''1. '' '''/''.-0.. 4,'.. ii 1 ,,, ,. :. ,, ,,t,, .....,: - 401,./ . . . % ....4.1.4t. ,,......,7,,, if ii, \, N ' I.' ‘010. Iry :7'T' Photo depicting the existing house shot from the street facing southwest. aECEIVEL JUN 2 5 2014 ZONING BOARD OF APPEALS Grella/Osborne Iioperty Situate: 1200 First Street .New Suffolk • New York CTM #: 1000— 117-07-30 (Photo taken on June 23, 201 4) ..h ' : � ror ^My , m 'qa ten, 11 �� ,dss`�,d� ''',^ o • ',?;;,,k:='°i;',/,r:*,x,Af'k!"ir';',',I':'=,f:'il''''''Il';'CL;jig':;'i14''t/„;'1;TiP°';lj‘''I=';:;:'A':46/V':'Yll::4*,:I:1.4,'''';':::;,;',:',,i*,::"' , ' '0,g5:41';'411,..,t,-$, ,''/A "' 1 ,,„,,,,, ,/ ...,,,,.,,,,,,,,,,,,,,/, ,, ,,,,e.:,,,,,,,te.,,,,,,,_ , :. ,e, a , 1., ' . ' gi.°4;",;',4.'f.,0'''',',':,/ '"1,:.,,,,!:.4"'';4(',..,':1,*ggg,i;'°r'''44'''' ' f' '. ''- \ , 1, ' � a;c g, 't em, �o4�e Photo depicting the back of the house and shot from the deck area facing northeast. C��1� cECEIVEG JUN 26t014 ZONING BOARD OF APPEALS Grella/Osborne Property Situate: 1200 First Street •New Suffolk • New York SCTM #: 1000— 117—07—30 (Photo taken on June 23, 2014) a ,„."690,10,„ ifk, 4114,0 liti - INA, 41,s i g 1 a o ,t , „ ^ v ° \Oil' ''r` �£$,„.„ as 4 ••,,* \:., +. r"1":,. Photo depicting the existing bulkhead and fronting riprap shot from the southwest corner of the property facing east. -1 13 RECEIVED JUN 2R5 2014 ZONING BOARD OF APPEALS • Grella/Osborne Property Situate: 1200 First Street •New Suffolk • New York SCTM #: 1000— 117-07 - 30 (Photo taken on June 23, 2014) ' f ' '""WOMealtakill Photo depicting the back of the house. Photo shot from the southeastern corner of the property facing northwest. , 10113 RECEIVED JUN 252014 ZONING BOARD OF APPEALS Grella/Osborne &operty Situate: 1200 First Street •New Suffolk • New York SCTM #: 1000— 117 —07—30 (Photo taken on June 23, 2014) r` • . tlffhllI - g --�.. �`�""" lr="'*"�+i.+ Rt 1 ^'''^ fir„ x• n Photo depicting the Western side of the house and shot from the adjacent parcel to the west of subject parcel. CP7 RECEIVED JUN 2 5 2014 ZONING BOARD OF APPEALS OWNER'S ENDORSEMENT (TO BE SIGNED IF APPLICANT IS NOT OWNER) STATE OF NEW YORK) COUNTY OF SUFFOLK)SS: Gary D.Osborne and William F. Grella being duly sworn, deposes and says; I reside at: Po -6o-lcLCc -- -:- : �� - - : . . _ .. , i 1 a.00 Fa 2_S i- ST-V.1_1_1- E• iz_E E_-U L. ) s J C=c) , N\` l Cfl S� In the County of New-Yet-It and the state of New York, and are the owners in fee of the premises described in the foregoing application and that we have authorized. Suffolk Environmental Consulting,Inc. to make the foregoing application as described herein. Si e r71:jr-ed Signature Before e,this 17 day of 1 3 a01`1 RECEIVED CttiJ Vite14 Q JUN 2 5 2014 otary Public ZONING BOARD OF APPEALS ,.' KAiHUEN B KL`OSE - Notary Public ' Statei6f?Niwi Jersey,;:? My Commission 4ptres'6ec 1;2016 fil New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 - SUNY @ Stony Brook 111111.11 50 Circle'Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 • Fax: (631)444-0360 Website: www.dec.ny.00v Joe Martens Commissioner 4. TIDAL WETLANDS LETTER OF NO-JURISDICTION • August 16,2013 • Mr,William Grella P.O.Box 669 New Suffolk NY 11956 Re: NYSDEC# 1-4738-02965/00005 1200 First Street New Suffolk SCTM#1000-117-7-30 Dear Mr. Grella: Based on the information your agent submitted and additional New York State Department of Environmental Conservation(DEC)information,the DEC has made the following determination. The portion of the referenced property shown on the survey prepared by John T.Metzger on 10/15/2010 that is landward of the existing functional bulkhead and adjacent functional bulkhead totaling more than 100 feet in length and were constructedprior to 8/20/77(verified on Tidal Wetlands Map#712-540 and 1961 photograph), is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6 NYCRR Part 661),no permit is required under the Tidal Wetlands Act for any work occurring landward of the bulkhead. Please be advised, however,that no construction,sedimentation,discharge,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary,as indicated above,without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e.a 15'to 20'wide construction area)or erecting a temporary fence,barrier,or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, usan Y.Ackerman • Deputy Permit Administrator RECEIVED CC: Frank Falino Architect,PLLC . JUN 5 2014 BOH-TW File - ZONING BOARD OF APPEALS FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERICS OFFICE SOUTHOLD, N. Y. CERTIFICATE OF OCCUPANCY No X 1442 Date October 22 , 19 62 THIS CERTIFIES that the building located at . t.t... 'rr..e...P. ..4 0A..VP.Xr..... Street Map No. *** Block No. *** Lot No. *** conforms substantially to the Application for Building Permit heretofore filed in this office dated TAMMY 29 , 19 62 pursuant to which Building Permit No. Z 1646 dated 17.innutry•.29 . .... , 19 $2, 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 PR1tTR..o ...1`M 'LL. 14181NO... The certificate is issued to Clara One owner (owner, lessee or tenant) of the aforesaid building. 1,0,1„.c.irt.4 If Building Inspector RECEIVED JUN 2 5 2014 ZONING BOARD OF APPEALS FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold,N.Y. Certificate Of Occupancy No Z15427 Date November 26X19 86 THIS CERTIFIES that the building Renovation and alteration Location of Property 1090 First St. New Suffolk - - House No. Street Hamlet County Tax Map No. 1000 Section 117 Block 07 Lot 30 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated My 19 , 1•9 8g pursuant to which Building Permit No. . . 1.4.9.1 Q 7 dated May 23 19 86 , 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 ,.teAoy�tion and alteration to existing one family dwelling. The certificate is issued to Al Lane--AMJAD Associates (ownera gr1 of the aforesaid building. Suffolk County Department of Health Approval N/A UNDERWRITERS CERTIFICATE NO Pending PLUMBERS CERTIFICATE June 19, 1986 J Building Inspector Rev.1/81 X773 RECEIVED JUN 5 2014 ZONING BOARD OF APPEALS FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33322 Date: 10/07/08 THIS CERTIFIES that the building SOLAR PANELS Location of Property: 1200 FIRST ST NEW SUFFOLK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 117 Block 7 Lot 30 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 22, 2008 pursuant to which Building Permit No. 33654-Z dated JANUARY 22, 2008 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 SOLAR PANELS ON AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to WILLIAM GRELLA MD & ANO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 122601C 04/17/08 PLUMBERS CERTIFICATION DATED N/A / ' 0 Authorized Signature RECEIVED Rev. 1/81 JUN 2 5 2014 ZONING BOARD OF APPEALS CC# : C14-24199 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof, do hereby certify that I have compared the annexed with the original instrument DEED recorded in my office on 08/09/2004 under Liber D00012335 and Page 898 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 06/09/2014 . SUFFOLK COUNTY CLERK a. JUDITH A.PASCALE SEAL RECEIVED JUN 25 2014 ZONING BOARD OF APPEALS 111111111111111111111111111 HIll lii I I I I I I Hill liii liii 111111111111 11111 1111 liii SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEEDS/DDD Recorded: 08/09/2004 Number of Pages: 3 At: 09:44:24 AM Receipt Number : 04-0087784 TRANSFER TAX NUMBER: 04-01139 LIBER: D00012335 PAGE: 898 District: Section: Block: Lot: 1000 117.00 07 .00 030.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $900,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $9.00 NO Handling $5.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $50.00 NO TP-584 $5.00 NO Cert.Copies $0.00 NO RPT $30.00 NO SCTM $0.00 NO Transfer tax $3, 600 .00 NO Comm.Pres $15,000.00 NO Fees Paid $18,724.00 TRANSFER TAX NUMBER: 04-01139 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Edward P.Romaine County Clerk, Suffolk County RECEIVED JUN 252014 ZONING BOARD OF APPEALS �❑ Number of pages RECORDED 2004 Pug 09 09:44:24 P11 TORRENS Edward P.Romaine CLERK CIF Serial# SUFFOLK COUNTY L 000012335 Certificate# P 898 DT# 04-01139 Prior Ctf.# Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee 9 _ Mortgage Amt. 1 1. Basic Tax Handling 5. 00 2. Additional Tax TP-584Sub Total SpecJAssit. Notation or EA-52 17(County) �_ Sub Total Spec./Add. EA-5217(State) 51) _ TOT.MTG.TAX 30 _ 'air ;;, Dual Town Dual County R.P.T.S.A. a� Held for.Ap,ointment Comm.of Ed. 5. 00 j _ ( ransfer Tax (,c(D " o .,p ,; r b•V --Mansion ansion Tax Affidavit �,, The property covered by this mortgage is Certified Copy or will be improved by a one or two _ • NYS Surcharge 15. 00 /0d family dwelling only. Sub Total YES or NO Other Grand Total t If NO,see appropriate tax clause on 65 page# of this instrument. 10 CO I1-1 00 Cr] OD 30000 4 Dist. , Section Block Lo� 5 Community Preservation Fund Real Property 04032659 1000 11700 0700 030000 Consideration Amount$90D,000 Tax Service AgencyT F Tax D $ 15,&--)0Verification C M A A11G Improved A. Vacant Land I Satisfactions/Discharges/Releases List Property Owners Mailing Address 'o } RECORD&RETURN TO: LAP 65CA _`JOto TD C UL1 USt1( - l') I Title Company Information \\q Co.Name CLT1 G - Title# 041-50 1\Q 8 Suffolk County Recording & Endorsement Page - ,#("11-3 � This page forms part of the attached -De � made by: RECEIVED (SPECIFY TYPE OF INSTRUMENT) U..)1 C_ h C U C\ The premises herein is situated in JUN 2 6 2014 SUFFOLK COUNTY,NEW YORK. 1 ZONING BOARD OF APPEALS 1 T In the Township of S O>_.+h OI d 6 r�-�` S bd��' In the VILLAGE ff ' - or HAMLET of 'Ate ;s g- t-il BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY P}1OR TO RECORDING OR FILING. / (over) IMPORTANT NOTICE • If the document you've just recorded is your SATISFACTION OF MORTGAGE, please be aware of the following: If a portion of your monthly mortgage payment included your property taxes. *you will now need to contact your local Town Tax Receiver so that you may be billed directly for all future property tax statements. Local property taxes are payable twice a year: on or before January 101h and on or before May 31". Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue ' North Lindenhurst, N.Y. 11757 Riverhead, N.Y. 11901 (631) 957-3004 (631) 727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes _ 250 East Main Street Shelter Island Town Hall . Port Jefferson, N.Y. 11777 Shelter Island, N.Y. 11964 (631)473-0236 (631) 749-3338 • East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street • East Hampton, N.Y. 11937 Smithtown, N.Y. 11787 (631) 324-2770 • (631) 360-7610 • Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes • 100 Main Street 116 Hampton Road Huntington, N.Y. 11743 • Southampton, N.Y. 11968 (631) 351-3217 (631) 283-6514 Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Street Islip, N.Y. 11751 Southold,N.Y. 11971 (631) 224-5580 (631) 765-1803 Sincerely, &44ur,i,'41.444,..e. Edward P. Romaine Suffolk County Clerk dw 2/99 (el-7 3 RECEIVED JUN 25204 ZONING BOARD OF APPEALS 12.0104:07/02rg 1, J % ''' ' Standard N Y B.T.0 Form 8002-Bargain and Sale Deed,with Covenant against Grantor's Acts—Uniform Acknowlec,y,,,oQ . Form 3290 • ` CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the day of July,2004 BETWEEN , GEKEE Y.WICKHAM,residing at 28700 Main Road,Cutchogue, New York 11935,party of the first part,and ° Ma ctsjoi„t+enah�s WCfI4 r i oF:st,rvwasht'P . WILLIAM F.GRELLA(AND GARY D.OSBORNE, residing at 327 West,30th Street,Apt.#4E, New York,New York 10001,party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten and 00/100---- ---— ---- -----($10 00)------ ---- dollars, and other good and valuable consideration paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, All that certain plot,piece or parcel of land,situate,lying and being at New Suffolk,in the Town of Southold, County of Suffolk and State of New York,bounded and descnbed as follows: BEGINNING at a point on the easterly side of First Street,distant 50.00 feet southerly from the corrier formed ' by the intersection of the easterly side of First Street and the southerly side of Orchard Street,said point also being the intersection of the southerly line of land now or formerly of Maxine Kessler and Elaine Romagnoli and the easterly side of First Street; RUNNING THENCE South 82 degrees 53 minutes East along said land now or formerly of Kessler and Romagnoli,61.72 feet to Cutchogue Bay, i RUNNING THENCE South 08 degrees 08 minutes 20 seconds West along a tie line along Cutchogue Bay, i50.53 feet to land now or formerly of Anna Loria; 1 RUNNING THENCE North 82 degrees 53 minutes West along last described land,61.45 feet to the easterly side of First Street; RUNNING THENCE North 07 degrees 50 minutes East along the easterly side of First Street,50.53 feet to the , point or place of BEGINNING ' BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by deed dated 11/24/00,recorded 12/15/00 in Liber 12090 page 985. i TOGETHER with all right,title and interest, If any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the nght to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party”shall be construed as if it read"parties"when ever the sense of this indenture so requires. - ✓f IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above b, 1 1 written. - IN PRESENCE OF: RECEIVED /! i/. ! ' aeAaz.Y. IM i atluitim. JUN 2 5 20% Gekee Y.Wickham a'� ' ZONING BOARD OF APPEALS • ‘ . TO BE USED ONLY WHEN Tnc AI:KNOWLEDGMENT IS MADE IN NEW YORK STATE ' •/State of New York,County of Suffolk,ss: State of New York,County of Suffolk ss: On the 2 3. day of July,in the year 2004 On the day of in the year before me,the undersigned,personally appeared before me,the undersigned,personally appeared GEKEE Y.WICKHAM personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is satisfactory evidence to be the individual(s)whose name(s)is (are)subscribed to the within instrument and acknowledged to (are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the capacity(ies), and that by his/her/their signature(s) on the instrument,the individual(s),or the person upon behalf of which i 'men the individual s, or the person upon behalf of the individual(s)acted,executed the instrument. h' the i •ivi i [jNI acted,e uted the instrument. .,I " \ ' (signature and office of individual taking acknowledgment) (signature and office of individual taking ac'•wledgment) Notary Public DAVID M.PETRIE,JR. A OTAHY rimuc,8TA78 OP NE W YOEs QUALM IN SUFFOLK COUNTY NO.01 PE4111881 titc TO BE USED ONLY WF IRE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of ss: On the day of in the year before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) is(are) subscnbed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted, executed the instrument,and that such individual made such appearance before the undersigned in the in (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS SECTION Title No. BLOCK LOT GEKEE Y.WICKHAM COUNTY OR TOWN TO STREET ADDRESS WILLIAM F.GRELLA&GARY D.OSBORNE Recorded at Request of COMMONWEALTH LAND TITLE INSURANCE COMPANY , RETURN BY MAIL TO: STANDARD FORM OF NEW YORK BOARD OF TIME UNDERWRITERS Distributed by y Commonwealth 1-1\nAwiRIC Gins%.• COMMONWEALTH LAND TITLE INSURANCE COMPANY w 0 E` 0 Ca 0 CC 0 O (.P113 w N CL o RECEIVED O LL w N q JUN 2 5 20 E4 4 ce ZONING BOARD OF APPEALS w • __ '�,COV/ • _ '4�~ �" * Off' . "" �: � MICROGRAPHICS DEPARTMENT . i w � 14 �` .i *41:#1: y-r ✓ • AV yyo4yp4F, Date 8/16/2004 User Stephanie Vankurin Liber D000 12335 Page 899 This Document Has Been Removed For Scanning. i,i73 RECEIVED JUN 252014 ZONING BOARD OF APPEALS . . GRELLA & OSBORNE Property Situate: 1200 First Street • New Suffolk • New York SCTM #: 1000— 117 —07—OSO Cutchogue ` taticirt Little .,. / Creek 1 East Nassau Farms Cre .g.: Waterville Cutchogue , .. 0_ , , i 4t1 1 •P c... GrE•ar Pec-ortic Bay -7— tuck / New Suffolk r IN's Crea M0ttituck ''' lx, Nay/Suffolk Ai' 0 guvil N'ic'ttj • Hr.re Creele - , / / - 4.D , - , . . , . Robins island 1! ro <3, . •P ' o•• ; 1 1 ( ! George Rd , 0/0,,,, Q 4 ' a 2 co :e cr. 2 c . ..,- .c = , 0 . e , (P11'3 9 A- , , Fanning Rd 77 a. RECEIVED New Suffolk Orchard St C5, Ccrrtincri School JUN 2 5 2014 Kouros Rd „,. ..., , ca King St c Legantic ; Is, ri• L. 6 Ti . ZONING BOARD OF APPEALS c =- a. v. - ; tr, er s,.. Main St , in liS Post New Suffolk Ave - Office z (0 S v, Jackson St Jackson St c = ;.1, i ,'• 4"'''''.r• .•..2-4_, (4. , 23 0. , "..., •".; I _ _ _i fir, w ; �i. z rte, a n,=a n.. PR a" ?:�c •�� ,L ,i' . #F S -.JT .;�L F �• ERTY COT;D CARD /0ac� - // 7- 7- 3d / ' 2-- OWNER STREET /22,7):7)) VILLAGE DISTRICT SUB. LOT W f ti l Clnrvt F. Gv' l(a- YY) /Fe-v-,r-ii L,/1 ri---e-,-2 '''''' ACP Uf tfu *2-ai/V /7 Are-, . FORMER OWNER N ---_�� ACREAGE El ,/;l s ntirAi i ,� .�,S 1 Cal' �� ' 41-Ante )4>,,s fel btKph y 4 wic S , W ,---, � TYPE OF BUILDING '4-7 ---� _- (J / ke VeS2m i, /4, Loci 1 ,)- L( (7,.s.,o,-v4 SEAS. VL. FARM COMM. IND. CB. MISC. . �,C.Vii` ' \ND IMP. TOTAL DATE REMARKS Q,/, 4�. /��(�,�v,�/c�,�/D a� d h c�e<,r7`,,�i d ��;,' '- 6 6 ,26 00 7D J x' 24 'zoX. . J-6 1•••• . I hod - Lcerr� re. .40•1495 ' Ke6 �2Z0r'PO ?oo v `/ v' « y yW Btom. 1 d /r4i0c, ,(-1 . 4 3 e`6 r'� 0 VI ,S./ !'A _3/9/ L 9 y� ...`rc� Lever.- . we_ 4-r, A ��,c1c Iks .. , .:F1 9 (..-:1,:x.:--, , ,- 6 c,, c' c`" `,' ,t. C • i 5/23/86 -. 4/ e•P' 0 �'�_ o : - /a 4 .w & 33`cycr_ i(cofj EJ 6coa 7 Co no ] / iJ2 / `l 66,46 F,,A '1 I (-0.5 41-e-&f.,0 7 4 4 c_4-44, )4� ,• AGE BIMIT �r _ Assoc. k(A GE 1,700 BAGeC S161r o'b �,i 3 �-LiD6p) 5- Arij'cd rc. )D quipily 4 -- 01000 rZ / TA NEW NORMAL BELOW ABOVE 4i t - / f` _ / , e c v ,c ti l . G r -ba Farm Acre Value Per Acre Value — 5-.6c7L-, 6 -/:---r ;-171- ...h‘'re e A B2'1142 -----(kir--, - 31e 1 .9 zoo,O. , Tillable 2 5/l/DO- LI edf-MuA/Dlh(/ * wr�v Wint�0.1n Tillable, 3 _ / 1 r 9 n - I-, 7 (f o?t�UD- �._. ���'�',� f�� �- t,�J` t f�-��.9�1 r� ��1� � {vY� -/IG G Woodland , 0 - L I�3 / i . - 01' k ,,! Gre' i 4-afz.="DD Swampland l iePiog BP-1 3%54 additions i- 5010K fetneis Brush land ' -- ,_ •..' 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B. 6A4 SI 1 ‘.1,c.. _ ... _ .....,-_-,, , 0,5 ... , ... oil OFFOL/r ELIZABETH A.NEVILLE,MMC � � ®4 Town Hall, 53095 Main Road TOWN CLERK ;t C4 P.O.Box 1179 C Southold,New York 11971 REGISTRAR OF VITAL STATISTICS ` �� Fax(631)765-6145 MARRIAGE OFFICER �.1 Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER `��,d� www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER , ,,�� OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A.Neville DATED: July 1, 2014 RE: Zoning Appeal No. 6773 Transmitted herewith is Zoning Appeals No. 6773 of Bruce A.Anderson for William F. Grella& Gary d. Osborne-The Application to the Southold Town Zoning Board of Appeals. Also enclosed is the Applicant's Project Description, Questionnaire, Erosion& Storm-Water Run-off Assessment Form, Statement, Short Environmental Assessment Form, Transactional Disclosure Form, LWRP Consistency Assessment Form, Two Page cover Letter Dated June 24, 2014, Seven Pages of Photos of Property, Authorization Letter from Gary Osborne &William Grella to Suffolk Environmental Consulting to Represent Them in this Matter, Letter from New York State DEC No-Jurisdiction Dated August 16, 2013, Certificate of Occupancy No. Z1442 for Private One Family Dwelling Dated October 22, 1962, Certificate of Occupancy No. Z15427 for Renovation and Alteration to Existing One Family Dwelling Dated November 26, 1986, Certificate of Occupancy No. Z-33322 for Solar Panels on an Existing One Family Dwelling Dated October 7, 2008, Seven Pages of Deed Between Gekee Y. Wickham and William F. Grella& Gary D. Osborne Dated July 23, 2004, Site Plan of Property, Property Record Card (Both sides),Notice of Disapproval from Building Department Amended June 2,2014,Notice of Disapproval from Building Department Amended&Renewed May 19, 2014, Survey of Existing &Proposed Construction Dated May 28, 2014 Prepared Peconic Surveyors, Seven Pages of Plans Showing Elevations and Floor Plans Dated March 18, 2014 Prepared by Frank Falino, Architect. ZBA TO TOWN CLERK TRANSMITTAL SHEET (Filing of Application and Check for Processing) DATE: 6/25/14 ZBA # NAME CHECK# AMOUNT TC DATE STAMP RECEIVED 6773 Grella, William and 2288 $3000.00 Osborne, Gary JUN 2 7 2014 Southold Town Clerk $3000.00 By_lc_ Thank you. * * * RECEIPT * * * Date: 06/27/14Receipt#: 173137 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 6773 $3,000.00 Total Paid: $3,000.00 Notes: Payment Type Amount Paid By CK#2288 $3,000.00 Grella, William Name: Grella, William 1200 First Street P 0 Box 669 New Suffolk, N Y 11956 Clerk ID: CAROLH Internal ID'6773 Milk lir 11E CM g ,7 M 1 4 alIl 1 SEP — 4 2014 11 •• OW. �.. ,.. ..a. BY:_ m it ..: �+a,..w ,s ... ten.. : ,.... .�.*. •..•frs ••••••• .00 . ..- ••• NMI r ar • : • ' • t - - Jo \. • / . } y 0 /111 rc" 0. .. 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Box 2003 • Bridgehampton • New York • 11932 (631) 537 —5160 (office) • (631) 537 —5291 (facsimile) I 1" OSBORNE / GRELLA Property ,--~� ./ a.10'-'''A Situate: 1200 First Street • New Suffolk • New York • 00i' 7 SCTM #: 1000— 117 —07 - 030 '' ti x ''• '.411:4' / 1 t \11 :: ' :all, ' i', 4111P' ._': '''' ..'".' ,'',*'..*.' 1 i I �.y,aw !"*Z. 4 !r ,x. t. k `:,� `'.7 i . S tl s* • , , illi 41L4....°', w4*?'� 4.- . V. . ',.--4. ::,,,, 4 \r y �_ ».wb. °b v.}�.. .i I�d ��— ', ret H�` d t td s ,, �, • •R Air' ... VI w i ry c ,y.w r , : ; , : { • . j a a,v w , r `* 4 .. _ w ?►t41111$1, ti : Lam. - �' a tilf:„. NvitH' { 4.rif , . * iI ,..0/..,fre.. • , t Allier , I !i.v, . , b ji.,,,,,...,r, . 41 11'I.'1— 7 `1 owormill _. , Itt4-vt.t.i, ktIt s`' r �r 1 ,... „J. :* .„ .....e , ., .. . A. illit .., '' 1: itilihr,O; •.1 IA . ." , .41111101.11, :1‘41.. ? ti'L \ —P Aerial Photograph indicating subject property (yellow border) and the conditions within the surrounding nei ttEct VIM Taph SUFFOLK ENVIRONMENTAL CONSULTING, INC. obtained from GoogleEarth, dated September 19, 2013. SEP - 4 2014 P.O. Box 2003 • Bridgehampton • New York• 11932 s ( -7 7 -- (631) 537— 5160(office) • (631) 537 —5291 (facsimile) 1. OSBORNE / GRELLA Property r Situate: 1200 First Street • New Suffolk • New York SCTM #: 1000 — 117 -07 -030 __-----_ .T.:, ..„ ii. .. }ry} ,. __ ,..._....__ a,rte ... _ r _,, ___ _....„ ,,,,,,r______ _,„____ __....,!, j —1t y ______ ._, I \_________ ji\ L.— ___ ( 1 ,.......--- ------- �. i 1\ \111111,71/. r „r i c_ :irs___i_ i :.________jr f ____.3 '1,3) ____-------- x ___----,--7'-'-___ ['----- ri--1 i) T 1 ...,„ ._______,.... „. „ .., ,_ r—T-r-11 1 I _ i L ., - 1 1 NI F 11 I-1_1J .4.1._ _ ..t. . -_- ,___i,i I # — , . t iii: i rjr I I' .1 7, _ I__I, rL__;1--i Al __ T___±.___,_Li.j'l r.--- -„ %,,,,V \ II J II\cr Li „,./ Ai - , 1, Iiiii ,I ' II \ f li --1 tip, li _� Ii i !1 it �, �_ Tax Map indicating subject property (yellow border) and the conditions within the surrounding neig ., ez Elm aph SUFFOLK ENVIRONMENTAL CONSULTING, INC. obtained from Suffolk County iMap. SEP 4 2014 P.O. Box 2003 • Bridgehampton • New York • 11932 1 1-7 (631) 537 -5160 (office) • (631) 537 - 5291 (facsimile) D, . py,,f \./ . , _ ,� S; ffo1k Environmental Consulting, Inc 0ewman Village,Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 r (631) 537-5160 Fax: (631) 537-5291 Br ce Anderson,M.S.,President October 7, 2014 ���� �\�� RECEIVED ? �� ,ec Ms. Leslie Weisman, Chairperson A K�' Southold Town Zoning Board of Appeals OCT ® 7 2014 P.O. Box 1179 Southold, NY, 11971 BOARD OF APPEALS Re: GRELLA/OSBORNE Property Situate: 1200 First Street, New Suffolk, NY SCTM#: 1000-117-7-30 Dear Chairperson Weisman, As you know, at the close of yesterday's hearing concerning the application referenced above,you requested that I provide a brief statement summarizing our arguments as they pertain to the interpretation of what the applicants believe should and should not be construed as a story. Our summary argument is as follows: §280-4 of the Town's zoning code defines a story as "that part of a building, exclusive of cellars but inclusive of basements, comprised between the level of one finish floor and the level of the next highestfinish floor...." The architectural plans before you prepared by Frank Falino,Architect depict the dwelling to be raised on piles as required in the FEMA velocity zone in which the property lies. The plans depict perimeter breakaway walls and an at-grade slab. The enclosed at-grade slab would be used for parking and does not constitute a basement and is unfinished (not habitable, not heated). The New York State Department of State Division of Building Standards and Codes Technical Bulletin dated December 19, 2013 (hereinafter, "State Technical Bulletin") defines the lowest floor of a building as "the floor of the lowest enclosed area including basement, but excluding any unfinished flood resistant enclosure that is usable solely for vehicle parking, building access or limited storage..." (Emphasis added). For the purposes of determining the number of stories above grade in a dwelling which has been elevated on perimeter foundation walls or an "open"foundation system to comply with FEMA Codes,the space enclosed by the perimeter foundation walls or breakaway walls should be considered to be a portion of the building(and,accordingly, should be considered to be a story above grade) if the height the finished surface of the first floor above is: 1. more than 6 feet above grade plane of the space below, The term grade plane is defined as"a reference plane representing the average of the finished ground level adjoining the building at all exterior walls or piers. Where the finished ground level slopes away from the exterior walls,the reference plane shall be established by the average lowest points taken no more than 6 feet from the building.See Section 202 of the 2010 RCNYS. 2. More than 6 feet above the finished ground level for more than 50 percent of the total building perimeter,and/or 3. More than 12 feet above the finished ground level at any point. Importantly,the State Technical Bulletin states "to the extent that any law other than the uniform code (e. g., any local zoning ordinance)requires determination of the number of stories (or stories above grade) of a building,such determination should be made in accordance with the provisions of such other law, and not in accordance with the provisions of the Uniform Code and/or in accordance with the guidance provided in this Technical Bulletin." (Emphasis added). Accordingly, it is the position of the applicants that the enclosed at-grade, unfinished, unheated space created by the perimeter breakaway walls should not be construed as a "story"for purposes of zoning. The applicant acknowledges that their proposed design which incorporates breakaway walls around the perimeter of the of the pile foundation will result in the requirement that fire suppression, by way of a sprinkler system, be installed throughout the entirety of the structure as required by the State Technical Bulletin. Yours truly, RECEIVE® c9101131. OCT 0 °� Z�� 4 .01 Bruce A. Anderson BOARD OF APPEALS Cc. W. Grella G. Osborne J. Fischetti F. Falino BOARD MEMBERS ,��'' Southold Town Hall Leslie Kanes Weisman,Chairperson �i� o®f S®�,�_ - 53095 Main Road•P.O.Box 1179 • ®� x Southold,NY 11971-0959 Eric Dantes i �� ,t Office Location: Gerard P.Goehringer y , sX . Town Annex/First Floor,Capital One Bank George Horning24 �� a.044 toe g ` /+ a 1� 54375 Main Road(at Youngs Avenue) Kenneth Schneider ;®4'c®U � 1°I° Southold,NY 11971 1 ,ISI http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, OCTOBER 2, 2014 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, OCTOBER 2, 2014: 1:45 P.M. - WILLIAM F. GRELLA and GARY D. OSBORN #6773 - Request for Variances from Articles XXIII, XXII and III, Sections 280-56, 280-116B and 280-14 (Bulk Schedule) and the Building Inspector's August 7, 2013, amended and renewed May 19, 2014, amended June 2, 2014, amended July 14, 2014, Amended September 17, 2014 Notice of Disapproval based on an application for building permit for partial demolition, reconstruction, additions and alterations of an existing single family dwelling, at; 1) less than the code required front yard setback of 35 feet, 2) less than the code required single side yard setback of 25 feet, 3) less than the code required combined side yard setback of 50 feet, 4) more than the code permitted maximum lot coverage of 30%, 5) less than the code required bulkhead setback of 75 feet, 6) more than the code permitted 2 stories, located at: 1200 First Street(adj. to Great Peconic Bay) New Suffolk, NY. SCTM#1000-117- 7-30 The Board of Appeals will hear all persons, or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours and prior to the day of the hearing. If you have questions, please' contact our office at (631) 765-1809, or by email: Vicki.TothO,Town.Southold.nv.us Dated: September 19, 2014 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Vicki Toth 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 uKITICEôFHEARIiK The following application will be heard by the Southold Town Board of Appeals at Town Hall , 53095 Main Road , Southold: NAME GRELLA, WM ./OSBORNE , GARY #6773 MAP # 117 .-7-30 VARIANCE SETBACKS; LOT COVERAGE REQUEST PARTIAL DEMO/RECONSTRUCTION ; ADDITIONS/ALTERATIONS DATE : THURS , OCT. 2 , 2014 1 :45 PM If you are interested in this project, you may review the file(s) prior to the hearing during normal business days between 8 AM and 3 PM . ?Pi Is! IF3 BOARDTOWFI ^ F S ' UTH ' LD 765-1809 b1 -13 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS 4i7 J:D7 7 3 SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of MAILINGS • (Name of Applicants) SCTM Parcel# 1000- COUNTY OF SUFFOLK STATE OF NEW YORK SUFFOLK ENVIRONMENTAL CONSULTING,INC. • I, residing at P.O. BOX 2003 New York, being duly sworn, deposes and says that: BRIDGEHAMPTON,NY 11932-2003 On the 15 day of S.-9 , 20 tct, I personally mailed at the United States Post Office in �Yc 1 ,1-�-. , New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll verified from the official records on file with the(Assessors,or( ) County Real Property Office for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. /1.. (Signature) • Sworn to before me this fm day of 5fY .' f'L , 20 I, SYR Matthew D. 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'� �Ni\ m ops avnios 3'Iavy sr vim i a.ksa 01c,s I o Street Apt.No.; 1101171-014 ,47 r9 s 1 or PO Box No. �-O• Zax LIC p Street,Apt.No.; or PO Box No. Z8 02f/1.le.- City StateZIP+4 City,StateZIP+4 m, peKv•iIG (0.,.(-�e / '1 11S7o PSFor360Augua2n06.ki.,.4�,7r P` '.0 ; 3 eRArefotructioA 'i PS Fko m 3 OD A gusi'&06 -A Ft;', * r4 • See Reerse-for Instructions: SENDER:-COMPLETETHIS'SECTION COMPLETE THIS SECTION ON DELIVERY” ' /�� • Complete items 1,2,and 3.Also complete . ` rte: Signat \ Item 4 if Restricted Delivery is desired. -NageAgent �(X ■ Print your name and address on the reverse ❑Addressee \`(el \ so that we can return the card to you. B Received by(Panted Name) C Date of Delivery • Attach this card to the back of the mailpiece, ALJ or on the front if space permits. El Yes D Is delivery address different from item 1 1. Article Addressed to 0 No I • /� r / If YES,enter d every address belowI -trc k1t c,,�„� A �WZ� l✓�S�Z�10.1�0 ��^� `��lA � ->?.C)r� x 30E 24)-'') (�1T& (S s.c-c-oly r/0 y � �Q s� (--"(/ I ` 3. Servic -Type Dr�DI erttdya premail ' ❑ RegiseJ \j 0 R rn Receipt for Merchandise ❑ Insured Mail C O.D. 4 Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number 7013 3020 0001 5765 7698 (Transfer from service label), PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 I I TOWN OF SOUTHOLD ZONING BOARD OF APPEALS713 SOUTHOLD, NEW YORK S AFFIDAVIT (01/ g401 OF In the Matter of the Application of POSTING t‘leet444. / 4473a (Name of Applicants) Regarding Posting of Sign upon Applicant's Land Identified as SCTM Parcel#1000- COUNTY OF SUFFOLK) SUFFOLK ENVIRONMENTAL CONSULTING,INC. STATE OF NEW YORK) " P.O.BOX 2003 2 1 Q✓ BRIDGEI-IAMPTON,NY 11932-2003 I,..-Z(1-4i .4. , ,L 006_ residing at ,New York, being duly sworn, depose and say that: On the Mr" clay of ) P / _ $E„,201'f, I personally placed the Town's Official Poster, with the date.of hearing and nature of my application noted thereon, securely upon my property, located ten(10) feet or closer from the street or right-of- way(driveway entrance)—facing the street or facing each street or right-of-way entrance,* and that I hereby confirm that the Poster has remained-in place for seven(7)days prior to the date of the subject hearing date, which hearing date was shown to be °C? 1. .2u1 ay 3 / / 4e; A (Signature) Sworn to before me this 4/AA Day of , 201 Public Ma'-; I. !vans az y ) Notary Public o New York No. 011V6053859 - in Suffolk"County Commission Expires January 22, 20/5 * near the entrance or driveway entrance of my property, as the area most visible to passerby. ---- ______ SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY j'■ Complete items 1,2,and 3.Also complete A. Sign- - item 4 if Restricted Delivery is desired. Agent • Print your name and address on the reverseq�� � PP so that we can return the card to you. B -eceived by(Printed Name) C Date of Delivery 1' I' 7 • Attach this card to the back of the mailpiece, to 1/ or on the front if space permits. a I _�, I D Is deli ddr"s-6iffererri from item 1? 0 Yes S 1. Article Addressed to: !� / ( UUU 1 If Y Se/4r delivery are s,below. 0 No 1`6��, PO, -SE))( lid �4, f. ilqsa3. Se946e Typ Certified Mail 0 Express Mail ❑Registered 0 Return Receipt for Merchandise ❑ Insured Mail 0 C O.D 4. Restricted Delivery?(Extra Fee) 0 Yes ' 2. Article Number1 1 ninI ;i ;1,46, 7213; 30'2010001 15716'5 7,7'1114 ,�- . (Transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540; :SENDER: COMPLETE THIS SECTION . -. COMPLETE THIS SECTION ON DELIVERY } ® Complete items 1,2,and 3;Also complete- . „mail;,' ` ,: `i i/'1 j 1, 1,. '•: 1 item 4 if Restricted Delivery is desired. � �W' '� 1p II Ag t j • Print your name and address on the reverse X ;` � ddressee ++ so that we can return the card to you. -eceived by(Prin' ;Name) C Date of Delivery t ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. el'�efy a ass different from item 1? 0 Yes 1 Article Addressed to. YES,-enterrdeliaery address below: 0 No JU v `o`" I�r °47'---:72014 (0 r ma 1801:1 .- ., -p�t,e (� °47'-7 2014 , ( rn f-. 'AVC.(.0-1 11 15 2 / i rJ ,d- p I ►�� , ,- ail 0 Express Mail I 'O Registered 0 Return Receipt for Merchandise 0 Insured Mail 0 C.O D. - 4. Restricted Delivery?(Extra Fee) 0 Yes 2 Article Number ' r 7213 30,20-X12,2. , 5765 7681 [1 i(tr2nsferfrrom{4e iee,libel i 1 i H f o" f I ,�'"`- -•-• - 1 • ' i,PS,Forrp 381:1,Febrgary 2004 Domestic Return Receipt 102595-02-M-1540;4 :5};. ., r. , II ..,r Y , } 1r #11884 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s) successfully commencing on the 25th day of September, 2014. 10:20 A.M, - DORIS L. WILLS TRUST#6794- Request for Variances .-,- from Articles XXIII and XXII,Sections 280-124 and 280-11613 and the Building Principal Clerk Inspector's August 4,2014 Notice of Dis- approval based on an application for a LEGAL NOTICE deck addition to an existing single fam- SOUTHOLD TOWN ZONING ily dwelling,at;1)less than the code re- BOARD OF APPEALS quired single side yard setback of 15 feet, / THURSDAY OCTOBER 2,2014 2)less than the code required bulkhead PUBLIC HEARINGS ( setback of 75 feet,located at:1815 Bay- day of �' 2014. NOTICE IS HEREBY GIVEN,pur- shore Road(adj.to Pipes Cove)Green- suant to Section 267 of the Town Law port,NY.SCTM#1000-53-4-8 and Town Code Chapter 280 (Zoning), 10:40 A.M. - KYLE MATTHEW Town of Southold,the following public NICHOLs#6795-Request for Variance / hearings will be held by the SOUTH- from Article III Section 280-15 and the OLD TOWN ZONING BOARD OF Building Inspector's August 18,2014 No- APPEALS at the Town Hall, 53095 tice of Disapproval based on an applica- RISTINA VOLINSKI Main Road, P.O. Box 1179, Southold, tion for building permit for accessory NOTARY PUBLIC-STATE DF NEW YORK New York 11971-0959,on THURSDAY in-ground swimming pool,at;partial lo- No. 01 Vo6105050 OCTOBER 2,2014. cation other than the code required rear 9:45 A.M. - MICHAEL RANSON yard,located at:830 Deerfoot Path Cu- yard, 5) accessory ghrage proposed in < 1:45 P.M.-WILLIAM F. GRELLA #6753-(adj.from August 7,2014 PH) tchogue,NY SCTM#1000-103-4-4 a location other than the front (water- r and GARY D. OSBORN #6773 - Re- Request for Variance from Article XXII 11.00 A.M.-RYAN and CHRISTINA front)or rear yard,located at:8100 In- quest for Variances from Articles XXIII, Section 280-116B and the Building In- WILSBERG#6796- This is a request dian Neck Lane(adj.to Hog Neck Bay) XXII and III,Sections 280-56,280-116B spector's March 17,2014 Notice of Dis- , for a Waiver of Merger under Article II, Peconic,NY.SCTM#1000-86-7-9 and 280-14 (Bulk Schedule) and the approval based on an application for Section 280-10A,to unmerge land iden- 11:40 A.M.-NORTH FORK COM- Building Inspector's August 7, 2013, building permit for"as built"accessory tified as SCTM#1000-122-5-23.4,based MUNITY THEATER#6793-Request amended and renewed May 19, 2014, structures (shed/deck), at; 1) less than on the Building Inspector's September 2, for Variance from Article X Section 280- amended June 2, 2014, amended July the code required bulkhead setback of 2014 Notice of Disapproval,which states 46(Bulk Schedule)and the Building In- -14,2014,Amended September 17,2014 75 feet, located at: 8740 Peconic Bay adjoining conforming or nonconform- spector's June 23,2014 Notice of Disap- Notice of Disapproval based on an ap- Boulevard (adj.to Great Peconic Bay) ing lots held in common ownership shall proval based on an application for build- plication for building permit for partial Laurel,NY.SCTM#1000-126-5-2.1 1merge until the total lot size conforms ing permit for additions and alterations demolition, reconstruction, additions 9:50 A.M. - DOUGLAS and LEE I to the current bulk schedule(minimum to existing theater building, at; 1) less and alterations of an existing single fam- BIVIANO#6760-(adj.from 9/4/14 PH) 40,000 square feet in this R-4Q Resi- than code required rear yard setback of ily dwelling,at;1)less than the code re- Applicant requests a Special Exception dential Zone District)this lot is merged 25 feet,located at:12700 Sound Avenue quired front yard setback of 35 feet,2) under Article III,Section 280-13B(13). with lot 1000-122-5-23.5,located at:3549 Mattituck,NY.SCTM#1000-141-432.4 less than the code required single side The Applicant is the owner requesting and 4095 Ole Jule Lane Mattituck,NY 1:00 P.M. - PATRICK and ROBIN yard setback of 25 feet,3)Less than the authorization to establish an Acces- SUI'M#'s1000-122-5-23.4&23.5 WALDEN#6790- This is a request for code required combined side yard set- sory Apartment in an accessory strut- 11:20 A.M. - BARBARA ADAMS a Waiver of Merger under Article II, back of 50 feet,4) more than the code ture, located at: 1125 Pequash Avenue and JAN NICHOLSON (CV) #6792 Section 280-10A,to unmerge land iden- permitted maximum lot coverage of (corner Willow Street) Cutchogue,NY. - Request for Variances from Article tified as SCTM#1000-41.-1-14,based on 30%,5)less than the code required bulk- SCTM#1000-103-7-20 XXII Section 280-116B and Article the Building Inspector's May 15,2014 head setback of 75 feet,6)more than the 10:00 A.M. - MICHELLE PELLE- XXIII Section 280-124 and Section 280- Notice of Disapproval,which states ad- code permitted 2 stories,located at:1200 TIER #6784 - (Adj. from 9/4/14 PH) , 15(F)and the Building Inspector's May joining conforming or nonconforming First Street(adj.to Great Peconic Bay) Request for Variances from Article III 28,2014,amended July 29,2014,amend- lots held in-.common ownership shall New Suffolk,NY SCTM#1000-117-7-30 Section 280-15 and the Building Inspec- ed August 4,2014 Notice of Disapproval 1 merge until the total lot size conforms 1:45 P.M.-WILLIAM E GRELLA tor's July 18,2014 Notice of Disapproval based on an application for building per- I to the current bulk schedule(minimum and GARY D.OSBORN#6789-This is based on an application for building ! mit for partially demolish and relocate 1 40,000 square feet in this R-40 Residen- a request under Section 280-146D for an permit for 'as built' accessory sheds an existing single family dwelling as an tial Zone District)this lot is merged with Interpretation of the Town Code,Article and hot tub, at; 1) proposed location 1 accessory building,construct a new sin- lots 1000-41:1-12&15, located at: 105 III,Section 280-14(Bulk Schedule),ap- other than the code required rear yard, I gle family dwelling and construct a new Main Street,100 Wilmarth Avenue and pealing the Building Inspector's August 2) 10X10 shed located at less than the i accessory garage,at;1)less than the code 1220 Wilmarth Avenue Greenport,NY. 7,2013,amended and renewed May 19, code required minimum side and rear required setback of 75 feet from the SCTM#'s1000-41.-1-14,15&12 2014, amended June 2,2014, amended yard setback of 5 feet,located at:53(aka bulkhead,2)less than the code required 1:20 P.M.-DEPOT ENTERPRISES, July 14,2014,revised September 17,2014 350)Osprey Nest Road(corner Harbor front yard setback of 40 feet,3)less than INC.#6791-This is a request under Sec- Notice of Disapproval building permit Road) Greenport,NY.SCTI14#1000-35- the code required rear yard setback of tion 280-146D for an Interpretation of for partial demolition, reconstruction, 6-17 140 feet,4)accessory building in location the Town Code, Article VIII, Section additions and alterations of an existing other than the front(waterfront)or rear 280-38,"Permitted uses",appealing the single family dwelling,at;1)more than Building Inspector's July 28,2014 Notice the code permitted 2.5 stories„located of Disapproval for"as built"permit to at:1200 First Street(adj.to Great Pecon- convert the single family portion of an is Bay)New Suffolk,NY.SCTM#1000- existing non-conforming fitness club 117-7-30 building to a retail flower shop (not a The Board of Appeals will hear all permitted use),located at:29325 Main persons or their representatives,desiring Road (Depot Lane) Cutchogue, NY. to be heard at each hearing,and/or desir- SCTM#1000-102-2-12.6 ing to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than desig- nated above. Files are available for re- view during,regular business hours and prior to the day of the hearing. If you have questions,please contact our office at,(631) 765-1809,or by email: Vicki. Toth@Town.Southold.ny.us. Dated:September 8,2014 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIR- PERSON _ BY:Vicki Toth 54375 Main Road(Office Location) 53095 Main Road(Mailing/USPS) .P.O.Box 1179 Southold,NY 11971-0959 11884-1T 9/25 (01' ZONING BOARD OF APPEALS MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town Hall Building, P.O. Box 1179 Southold, NY 11971-0959 (631) 765-1809 Fax 7615-9064 LOCATION OF ZBA OFFICE: Town Hall Annex at North Fork Bank Building, 1st Floor 54375 Main Road and Youngs Avenue, Southold website: http llsonthtown nonhforlc net September 8, 2014 Re: Town Code Chapter 55 --Public Notices for Thursday, October 2 , 2014 Hearing Dear Sir or Madam: Please find enclosed a copy of the Legal Notice describing your recent application. The Notice will be published in the next issue of The Suffolk Times. 1) Before September 15th: Please send the enclosed Legal Notice, with both a Cover Letter including your telephone number and a copy of your Survey or Site Plan (filed with this application) which shows the new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, to all owners of property (tax map with property numbers enclosed), vacant or improved, which abuts and any property which is across from any public or private street. Use the current owner name and addresses shown on the assessment rolls maintained by the Southold Town Assessors' Office, or Real Property Office at the County Center, Riverhead. If you know of another address for a neighbor, you may want to send the notice to that address as well. If any letter is returned to you undeliverable, you are requested to make other attempts to obtain a mailing address or to deliver the letter to the current owner, to the best of your ability, and to confirm how arrangements were made in either a written statement, or during the hearing, providing the returned letter to us as soon as possible: AND not later than September 22nd: Please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, names and addresses noted, along with the green/white receipts postmarked by the Post Office. When the green signature cards are returned to you later by the Post Office, please mail or deliver them to us before the scheduled hearing. If any envelope is returned "undeliverable", please advise this office as soon as possible. If any signature card is not returned, please advise the Board during the hearing and provide the card (when available). These will be kept in the permanent record as proof of all Notices. 2) Not Later September 245t: Please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it at the subject property seven (7) days (or more) prior to hearing. (It is the applicant/agents responsibility to maintain sign until Public Hearing) Securely place the sign on your property facing the street, not more than 10 feet from the front property line bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. Please deliver or mail your Affidavit of Posting for receipt by our office before September 30, 2014. If you are not able to meet the deadlines staled in this letter, please contact us promptly. Thank you for your cooperation. (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS). Very truly yours, Zoning Appeals Board and Staff Enols (011' Toth, Vicki From: Jerry&Cali Schultheis <schu127@optonline.net> Sent: Thursday, September 04, 2014 1:40 PM To: Toth, Vicki Subject: Application 6780 Attachments: Grella Variance.doc I was planning on attending the hearing but I have guests and will not be able to attend The attached letter addresses a serious situation with the site Gerard Schultheis 1 i September 4,2014 Gerard H Schultheis 45 Hoiden Ave.Ext Culchogue,W11935 631-734-7265 net Chairman &Members Southold Town Planning Board Southold Town Hall Annex PO Box 1179 Southold, NY 11971 Dear Zoning Board: I would like to take this opportunity to comment on Application#6780 by William Grella&Gary Osborn for tax map 117-7-30 at 1200 First Street in New Suffolk. I had lived at 1640 First Street until this June. I understand the underlying reason for the request to raise the house I expect that such issues will become more numerous due to FEMA and future storms I have no problem with raising the house to protect from future flooding. The house covers much more than the allowable area but was acceptable when built What disturbs me though are the hardened landscape structures built on the Town ROW These hardened structures along with similar structures next door on 117-7-29 and nose in parking on 117-7-28 present a serious impediment to traffic to and from Orchard Street and First Street. There is no Stop sign on Orchard and when cars and especially trucks are making turns there is not enough room for vehicles to pass especially when vehicles are parked at these obstructions. It's just time before a serious accident occurs. I would hope that surveys were submitted showing these obstructions to highlight the dangers. This intersection could be more dangerous to emergency vehicles responding to emergencies especially to the Fireboat To prevent accidents the impediments need to be removed or no parking signs installed. Sincerely, Gerard Schultheis Lel 1 3 %r� � g�_,)36JeklpjliiiPlj / 1 X61 A tie 275 First Street <2ECL'iVE® k, PO Box 304 New Suffolk, NY 11956 AUG 2 8 2014 JAugust 28, 2014 BOARD OF APPEALS (1y/\ 0 v ZONING Zoning Board of Appeals Leslie Kanes Weisman, Chairperson 54375 Main Road PO Box 1179 Southold, NY 11971-0959 Dear Ms. Weisman, and Board Members, I am writing in response to the letter I received August 20th regarding a request for variances: William F. Grella and Gary D. Osborn #6773 at the property, 1200 First Street, New Suffolk, N.Y. This one family house is situated right on the bay. Given the size of the plot, the house's proximity to its neighbor, the street, and the bay, I cannot agree with the expansion of the existing structure and septic system. Sincerely, / _ y 1 /// Arlene Castellano "leow BOARD MEMBERS "lo ow s®lfi= - Southold Town Hall Leslie Kanes Weisman,Chairperson0. 4 �q, 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer c ,i Town Annex/First Floor,Capital One Bank George Horning `® a®��� 54375 Main Road(at Youngs Avenue) i Kenneth Schneider . OU ,'is,/ Southold,Southold,NY 11971 hap://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax(631)765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, AUGUST 7, 2014 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, AUGUST 7, 2014: 9:45 A.M. - WILLIAM F. GRELLA and GARY D. OSBORN #6773 - Request for Variances from Articles XXIII, XXII and III, Sections 280-124, 280-116B and 280-14 (Bulk Schedule) and the Building Inspector's August 7, 2013, amended and renewed May 19, 2014, amended June 2, 2014, amended July 14, 2014 Notice of Disapproval based on an application for building permit for partial demolition, reconstruction, additions and alterations of an existing single family dwelling, at; 1) less than the code required front yard setback of 35 feet, 2) less than the code required rear yard setback of 35 feet, 3) less than the code required single side yard setback of 10 feet, 4) less than the code required combined side yard setback of 25 feet, 5) more than the code permitted maximum lot coverage of 20%, 6) less than the code required bulkhead setback of 75 feet, 7) more than the code permitted 2.5 stories, located at: 1200 First Street (adj. to Great Peconic Bay) New Suffolk, NY. SCTM#1000-117-7-30 The Board of Appeals will hear all persons, or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours and prior to the day of the hearing. If you have questions, please contact our office at (631) 765-1809, or by email: Vicki.TothATown.Southold.nv.us Dated: July 14, 2014 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Vicki Toth 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 V13 ZONING BOARD OF APPEALS MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town Hall Building, P.O. Box 1179 Southold, NY 11971-0959 -(631)-765-1809--.----Fax._7.65-9064--- - LOCATION OF ZBA OFFICE: Town Hall Annex at North Fork Bank Building, 1st Floor 54375 Main Road and Youngs Avenue, Southold website: http://southtown.northfork.net August 11, 2014 Re: Town Code Chapter 55 -Public Notices for Thursday, September 4, 2014 Hearing Dear Sir or Madam: Please find enclosed a copy of the Legal Notice describing your recent application. The Notice will be published in the next issue of The Suffolk Times. 1) Before August 18th: Please send the enclosed Legal Notice, with both a Cover Letter including your telephone number and a copy of your Survey or Site Plan (filed with this application) which shows the new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, to all owners of property (tax map with property numbers enclosed), vacant or improved, which abuts and any property which is across from any public or private street. Use the current owner name and addresses shown on the assessment rolls maintained by the Southold Town Assessors' Office, or Real Property Office at the County Center, Riverhead. If you know of another address for a neighbor, you may want to send the notice to that address as well. If any letter is returned to you undeliverable, you are requested to make other attempts to obtain a mailing address or todeliverthe letter-to the current owner, to the_best_ofyouur. ability, and to confirm how arrangements were made in either a written statement, or during the hearing, providing the returned letter to us as soon as possible; AND not later than August 25th: Please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, names and addresses noted, along with the green/white receipts postmarked by the Post Office. When the green signature cards are returned to you later by the Post Office, please mail or deliver them to us before the scheduled hearing. If any envelope is returned "undeliverable", please advise this office as soon as possible. If any signature card is not returned, please advise the Board during the hearing and provide the card (when available). These will be kept in the permanent record as proof of all Notices. 2) Not Later August 26th: Please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it at the subject property seven (7) days (or more) prior to hearing. (It is the applicant/agents responsibility to maintain sign until Public Hearing) Securely place the sign on your property facing the street, not more than 10 feet from the front property line bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. Please deliver or mail your Affidavit of Posting for receipt by our office before September 2, 2014. If you are not able to meet the deadlines stated in this letter, please contact us promptly. Thank you for your cooperation. (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS). Very truly yours, Zoning Appeals Board and Staff Ends. • i1OTkE OF HEARING The following application will be heard by the Southold Town Board of Appeals at Town Hall , 53095 Main Road, Southold: NAME GRELLA, WM ./OSBORNE, GARY #6773 MAP # 117 .-7-30 VARIANCE SETBACKS ; LOT COVERAGE REQUEST PARTIAL DEMO/RECONSTRUCTION ; ADDITIONS/ALTER/TIONS LATE : THURS , SEPT . i ' , 2014 9 :45 AM If you are interested in this project, you may review the file(s) prior to he hearing during normal business days between 8 AM and 3 PM . Zniollorzl3r)ARD -1-nwlo ^ F Sr11 ' TH ' LD 765-1809 \S #11844 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s) successfully commencing on the 28th4 day of August, 2014. c7e.tivt-' --eA"----; r------LEGALNOTICE o Principal Clerk SOUTHOLD TOWN ZONING -I BOARD OF APPEALS I - THURSDAY SEPTEMBER 4,2014 i PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, ur-1 2014. suant to Section 267 of the Town Law and a me this 9- day of e,. ii Town-Code Chapter 280(Zoning),Town I---10:10 A-M.lWILLEM-KOOYKER o of Southold,the following public hearings I and JUDITH ANN CORRENTE#6788 will be held by the SOUTHOLD TOWN -.Request for Vanance from Article XXII `I ZONING BOARD OF APPEALS at the Section 280-116A(1) and the Building- Town Hall,53095 Main Road,P.O.Box Inspector's July 29,2014 Notice of Disap- 1179,Southold,New York 11971-0959,on proval-based on an application for'build- i THURSDAY SEPTEMBER 4,2014. ing permit for a porch addition to existing 4 9:45 A.M.-WILLIAM F. GRELLA_ single-family dwelling,at;1)less than the CHRISTINA VOLINSKI and GARY D.OSBORN#6773-Request code required setback of 100 feet from r for Variances from Articles XXIII,XXII ' and III,Sections 280-124,280-116B and the top ofbluff-locatedat:7832Claypoint 1 NOTARY PUBLIC-STATE QF NEW YORK dRoad(adj.to Fishers Island Sound)Fish- i No. O 1 VO6105050 - , 280-14(Bulk Schedule)and the Building I; ers Island,NI SCIM#1000-3-1-5 Inspector's August 7,2013,amended and 10:20 A.M. -' RICHARD E. and } Qualified in Suffolk County renewed May 19, 2014, amended June ', AMANDA"J.T,RIEGEL,III#6786-Re- g My COmmiSslon Expires February 28, 2016 2,2014,amended July 14,2014 Notice of "quest for Variance from Article III Section ' j ( Disapproval based on an application for 280-15 and the'Building Inspector's June x l 11:00 A.M.:DOUGLAS-gird LEE BI-- --l:io xrvi-_sON1A KARAKASH#67801 -building permit for partial demolition, 18,2014 Notice-of Disapproval based on ,,VIANO#6760-Applicant requests a Spe- Request for Variance from Article XXIII i reconstruction, additions and alterations am application for-building permit for`as -I tial Exception under Article III,Section,, Section 280-124 and the Building Inspec- of an existingSingle familydwelling,at; tor's June 30,2014 Notice of Disapproval g built'accessory shed/greenhouse,at;1)lo- I 280-13B(13).The Applicant is the owner 1 PP i 1)less than the code required front yard cation other than the code required rear 11 requesting authorization to establish an based on an application for building penmit j setback of 35 feet,2)less than the code yard, located at: 3651 Crescent Avenue, .Accessory Apartment in an accessory'I to construct additions and alterations to an!, required rear yard setback of 35 feet,3) -(comer Central Avenue, 1Vlunnatawket,;'structure, located at: 1125 Pequash Av-j existing single family dwelling,at;1) less less than the code required single-side i Avenue'and Fox Avenue)Fisher's Island, i I enue (corner Willow Street) Cutchogue,i{ than the code required rear yard setback yard setback of 10 feet,4)less than the 1 NSCTM#1000-6-3-1 „ -: Y.NSCTM#1000-103-7-20 I of 35 feet,located at:1170Third Street New) , code required combined side yard setback, IY 10:30 A.M.-- JOSEPH LICCIA'RDI I J 1:10 A M.-KATHLEEN AGOGLIA Suffolk,NY.SCTM#1000117-7-16 of 25 feet,5)more than the code permit- ; and CATHERINE PING-#6782-Apph-,�• #6779-Request for Variance from Article 1 1:30 P.M. - JANET VAN ADELS-i I ted maximum lot coverage of 20%,6)less cant requests'a Special Exception under-' XXIII Section 280-124 and the Building; BERG #6783 - Request for Variances than the code required bulkhead setback 5,'Article-III,Section 280-13B(13).The Ap-'f Inspector's March 26,`2014,renewed July. from Article III Section 280-15 and the l , 1 of 75 feet,7)more than the code permitted 1 plicant is the owner requesting authoriza- i 14,2014 Notice of Disapproval based on f Building Inspector's July 16,2014 Notice ( 2.5 stories located at:1200 Fust Street(adj. I- on to establish an Accessory Apartment an application for building permit to con- Ir of Disapproval based on'an application to Great Peconic Bay)New Suffolk,NY. in an-accessory structure,located at: 50 Strutt a porch addition to existing single-1 for building permit to construct accessory' ' SCTM#1000.117-7-30Cleaves-Point goad,(adj.to Onent Har- family dwelling,at;1)less-than'the code's shed and in-ground swimming pool, at; 9:45 A M. -WILLIAM F. GRELLAbor)East Marion,NY. SCTM#1000-38- i required minimum side yard setback of 15 1)proposed location,Other than the code and GARY D.OSBORN#6789-This is ' 12-31 - '' - - ' feet,located at:6205 Peconic Bay Boule- j required rear yard,located at:4297 Wells a request under Section 280-146D for an ' I, 10:40 A.M, - JOSEPH LICCIARDI' yard Laurel,NY.SCTM#1000.126-10-24 I' Road(adj:to Richmond'Creek):Peconic, } Interpretation of the Town Code,Article , l and CATHERINE PINO#6781-Request 11:20 A M.-JOHN R.LYNCH#6785 'SCTM#1000-86-1-9.5 �for'Variances from Article XXIII Section', - P.M. 1;'€, III,Section 280-14 (Bulk Schedule),ap- ', Request for Variance from Article III, 1:50 M. - ELIZABETH SADIK I pealing the Building Inspector's August 7, , ,280-124 and the Building Inspector's April I, Section 280-15 and the Building Inspec- #6787-Request for Variances from Ar 2013,amended and renewed May 19,2014, ; 11 2Q14,renewed July14,2014 Notice of tor's December 10, 2013, renewed July ' tide XXIII Section 280-124,Article XXII amended June 2,2014,amended July 14, ,- .-- I Section 280-116 and Article III Section 2014 Notice of Disapproval building per- Disapproval based on an application for t' 21,2014 Notice of Disapproval based on I,,. 280-15 and the BuildingInspector's Jul mit for partial demolition,reconstruction, I i building permit to construct additions , an application for building permit for'as 30,2013,renewed May23,2014, 30, :, and alterations to an existing single fain- built'accessory shed,at;1) proposed lo- July additions and alterations of-an existing it dwellin at;1 less than the code re- cation other than the code required rear, 2014,Amended August 8,2014 Notice of single family dwelling,ie ,l more than the ; Y g+ ) I (adj. Disapproval based on an application for code permitted 2.5 stories„located at:1200 ,i quired muian side yard setback of 15 , yard,located at: Glenn Road ad' to buildingpermit for additions and alters= , First Street (adj.to Great Pecomc Bay) 1 it feet,2)less than the code required coin-',, canal)Southold,NY.SCTM#1000-78-2-28 = tions to an existingsingle familydwelling LNew Suffolk,NY SCTM#1000-117-7-30 ;bined side yard setback of 35 feet,located: 11:40 A.M. - MICHELLE :'ELLE- and"as built"accessory shed,at;1)less - •-�- ' ,at:50 Cleaves Point Road(adj.to Orient,I TIER#6784-Request for Variances from ��the code required side yard setback tl1tl ,Harbor)East Marion,NY. SCTM#1000- Article III Section 280-15 and the Building of 15 feet,2)more than the code permit-1 138-2_31 i Inspector's July 18,2014 Notice of Disap ted lot coverage of 20%,3)less than the q -- -- - proval based on an application for build- ing permit for'as-built' accessory sheds y Code required bluff setback of 100 feet,4) and hot tub,at;1)proposed location other _ Accessory shed in location other than the t I than the code required rear yard,2)10X10 code required rear or front yard on wa- i shed located at less than the code required`i terfront propertylocated at:2300 Sound I,minimum side and rear yard setback of 5 l Drive(adj.to Long Island Sound)Green- s, feet,located at:53(aka 350)Osprey Nest port,NY SCTM#1000-33-1-15 i Road(corner Harbor Road) Greenport, The Board of Appeals will hear all pet- 1 er-i NY.SCTM#1000-35-6-17- sons or their representatives,desiring to be heard at each hearing,and/or desiring to ,submit written statements before the con- clusion of each hearing Each hearing will not start-earlier than designated-above. Filesare available for review during regu-1 'lar business hours and prior to the day of j the hearing. If you have questions,please f contact our office at,(631)765-1809,or by S 'email:Vicki.Toth@Town Southold.nyu`s 1 Dated:August 11,2014 ZONING BOARD OF APPEALS 1, LESLIE KANE S WEISMAN,CHAIR-' PERSON I BY:Vicki Totli f , 54375 Main Road(Office-Location) - , 53095,MainRoad(Mailing/USPS) , - EO.Box 1179 Southold,NY 11971-09591 L 11844.IT 8/28. - - a P 0X13 1 -a( TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of MAILINGS /ard134:07I,OE • (Name of Applicants) • SCTM Parcel# 1000- COUNTY OF SUFFOLK STATE OF NEW YORK o I, v I"' A, /"r"'L`P r I..' residing SUFFOLK ENVIRONMENTAL CONSULTING,INC, • at }?O. BOX 2003 New York, being duly sworn, deposes and says that: BRIDGEHAMPTON,NY 11932-2003 ki On the (& 'day of GA 7 , 20 Of, I personally mailed at the United States Post.Office in ddej f ertvii , New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners hown on the current assessment - roll verified from the official records on file with the(Assessors,or( ) County Real Property Office for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrount:• the appli . i is roperty. • (Signature) Sworn to before ii - this /1 day of A u e ;- , 20/ /fi Matthew D. (vans Notary Public of New.York otary Public) No. 011V6053859 Qualified in Suffolk County • Commission Expires January 22, 20 I S PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. Thank you. AQP TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of POSTING 6/249" /es75 oRJer (N of Applicants) _ Regarding Posting of Sign upon Applicant's Land Identified as SCTM Parcel MOO- //?`— ? — 3 0 • COUNTY OF SUFFOLK) SUFFOLK ENVIRONMENTAL CONSULTING,INC. STATE OF NEW YORK) 20. BOX 2003 / BRIDGEHAMPTON,NY 11932-2003 Iger 4 . de0 I' residing at - ,New York, being duly sworn, depose and say that: • On the ,d-9h day of /`T )G''r CT , 2011, I personally placed the Town's Official Poster, with the date of hearing and.nature of my application noted thereon, • securely upon my property, Iocated ten(10) feet or closer from the street or-right-of- way(driveway entrance)—facing the street or facing each street or right-of-way entrance,* and that • • • I hereby confirm that the Poster has remained in place for seven(7)days prior to the date of the subject hearing date, which hearing date was shown to be 9y/,y 47:y1-4 /`#. • (Signature) Sworn to before me this 37zD. Day of Sr--e1-. , 2017 - • Matthew D. (vans o . Public of New York (N' • Public) Qualified 011V6053859ffolk my Commission Expires January 22, 20/3— * 0/,$* near the entrance or driveway entrance of my property, as the area most visible to passerby. ISENDER COMPLETE TH TION' • ' COMPLETE.,THIS SECTION EL ON DELIVERY ` 11® Complete items 1,2,and 3.Also complete A. Signature/ % ❑Age t r `,', item 4 if Restricted Delivery is desired. , -' �� (` e Print your name and address on the reverse so that we can return the card to you. �' Addressee ® Attach this card to the back of the mailpiece, B. Rec ved by(P7,1. aim) �?C Date of Delivery or on the front if space permits. / 1. Article Addressed to: D Is delivery address different from item 1? 0 Yes //Ik I ,- delry ddr9sSedpw: 0 No Trcco i it-4.. _c4.4//an o (01,M �� . rox 30¢- 44.1-d S.) f11c /0(-/ 3. Service Type 'Certified Mail ❑Express Mail ❑Registered 0 Return Receipt for Merchandise ❑Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7 012 0470 0000 .5160 394 5 (Transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt 102595-02-W1540 'SENDER Y COMPLETE THIS SECTION , y=3 COMPLETE THIS SECTION Ohl DELIVERY ti • ? a � .. ... r .. '�„� �:�fix' '`.M:,r 5,.r { N Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. Agent 34 N Print your name and address on the reverse if<tki". so that we can return the card to you. (c 0 Addressee B Attach this card to the back of the mailpiece, Received by(Panted Name) C D of 'very or on the front if space permits. (� it-t 1• Article Addressed to: D. Is delivery address different from item 1? CI Yes 111 4� ) A44•1 ( If Y -,- - delivery address below: 0 No JE "vs 3 4 A'h l�4�So`r(a`S i -zoo G!/ve- /"I1, e-k.v;llt .64417,--e_ NY fis-7o 3. SSee Type CCeertified Mail 0 Express Mail ❑Registered 0 Return Receipt for Merchandise ❑Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number 7012 0470 0000 5160 3938 (Transfer from service label PS Form 3811,February 2004 Domestic Return Receipt 102595-o2-M-1540 t 4r(0,1/13 = sIi;} '.S�f � T` �. 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'pG --I] rl Postage $ $0.7$49 ;732 Certified Fee $3 $ 0 Ln �� `(C� Ell � ti erf�ey�q4 {Ti Certified Fee $3 t.• 02 p Return Receipt Fee f U str p Postmark - p (Endorsement Required) 70 Here p Return Receipt Fee L.lib p p (Endorsement Required) $2!70 l✓t/ i e2�. qq Restricted Delivery Fee �V l� t71 (Endorsement Required) $0.$'t 0, �� p Restricted Delivery Fee E:3 , ,N. p (Endorsement Required) V. re Total Postage&Fees $ $6.70 :AR/4125%A\4. $6.70 I cb4)1 C:1 Total Postage&Fees : {I Sent To • ,/A 1p ^'� n-I -rn14k 5/tir/Pbt.e �t Sf-e/fes.ti 0 sent To "144. •N IA-4 ',..4� Street Apt Ifo.; a /� -/-4-Chit's 3 Mao)A-14ti ,eel S o ,e,-s or PO Box No. ,t:Q• �j OX 30 � p Street,Apt No.; lam- or PO Box No. ZSO Z/at c Citi AV.e H V.� City,State,ZlP+4 City,State,ZIP+4 NewSJ m( Aj ti i/Q, J-4 '10D,A?g's 008' E itijosgamaj e.:Ei® J TTA .,, r s0es i:ri✓ t a G"'O' -a'eP a I•e„j ,"1 DC; "�s is l . k�.1i,K'• '�.t�va a -`ice? I. co or•„� ..0 Oat de"Tery'iitor a to., s c r s ,s, te' . '- �.ea,"r .. _ Iti P e ) If f••a,� Ion r sit 9400 s to a 4 1"`o r Ku SIfFFtt!_K �l1.119 MATTITUCK NY 119Li, t52 S POS 7,4 ' .3 As� sit r- Postage $ $0 `.0171'932 �.c5 r- Postage $ 0932 `' �'1 �l 44.— .-.- i-r) u1 lJ �i Certified Fee $'40 02 0 Certified Fee1-11 02 1 Poe ark n p Return Receipt Fee in p Return Receipt Fee q in 0 (Endorsement Required) $ .70 AUG �o ¢�, IM (Endorsement Required) ( .70 A : , 1 p 20 '66�� C3 s Restricted Delivery Fee Endorsement Required) Restricted Delivery Fee p ( q ) .!t:� 4.17 El (Endorsement Required) 0.00 V `r7, p,pj MI *r �3 rU cb p Total Postage&Fees $ $6.71 'e, i* N 0 Total Postage&Fees 1 If• -+ A� ITC AM IN‘'� m Sent To / 'vt Q ` Sent To , . // IAMP-10' m 2/W�tQ R06���+0 i t ���/��� Lt5 t�I CL/ 0 Street,Apt.No.; p Street Apt.No.; o � . or PO Box No. IrV,P O}c // f� or PO Box No. !J 00 -Tile vJe ' b 1r/V� City State,Z(P+ 4 u�� //,�i1Y Ar",5-6,State,Z!P+4,4Am- �' V / 4/9�2 ��11aKTT f Au: i i wrx ,r ..^^ : , „: , ?,>, c. CERTIFIED AIL, Suffolk Environmental Consulting,Inc. 1- Newman ------------Villa e giIIII!iIIIIi!III 1193 BR?DGEHPNPTON.NY Main Street 11932 PO Box 2003,Bridgehampton Liv1TEUSTAT ES II +I ililiililiii � ��� A��r '-R '4New York 11932-2003 POSTAL SERVICE IAMOUNT - 7013 3020 0201 5765 7629 6 1000 .70 FIRS /5/I if 11952 00029003-02- RETURN 211 rfl T REQUESTED n :r _ A 0 INSUFFICIENT ADDRESS F INCEA .'❑ ATTEMTED NOT KNOWN ❑ OTHER NY❑ NO SUCH NUMBER/STREET ' FOR-UNABLE TO Tic[Or S ❑ NOT DELIVERABLE WAASRADDRESSED RETURN TO SENDER I liff I 1 • 1 - - ------ -------- ----- -- Suffolk Environmental! C insuliting, Inco Newman Village,Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,IMS.,President Via Certified Mailing August 18,2014 1 ), Frank and Arlene Castellano 1" ` P.O.Box 304 New Suffolk,NY 11956 Re: GRELLA/OSBORNE Property Situate: 1200 First Street, New Suffolk, NY SCTM#: 1000- 117-7 - SO Dear Neighbor(s), This Firm represents the owner of the above referenced property. 'This property will be the subject of a Public Hearing before the of the Southold Zoning Board of Appeals, at Town Hall located at 53095 Main Road,Southold on Thursday,August 2,2012,at approximately 11:15 a.m. Accordingly,please find enclosed herewith: (5) Legal Notices (for dimensional variance and interpretation) concerning subject application;and (6) Copy of Survey depicting existing and proposed structures,prepared by Peconic Surveyors,P.C.,last dated May 28,2014. Please feel free to contact this office should you have any questions regarding this matter. Thank you in advance for your attention and courtesy. - Since'.:y, . op If 1 Bruce A.Anderson enc. cc: Mr.Osborne Mr.Grella SuffoEnvi ronrne thll (Consullfing9 Enc Newman Village,Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 3 rnnce Anderson,M.S.,President Via Certified Mailing August 18,2014 /192 Efstathios and Mary Ann Katsoulas 280 Lincoln Avenue Rockville Centre,NY 11570 Re: GRELLA/OSRORNE Property Situate: 1200 First Street, New Suffolk, NY SCTM #: 1000— 117 —7 - 30 Dear Neighbor(s), This Firm represents the owner of the above referenced property. This property will be the subject of a Public Hearing before the of the Southold Zoning Board of Appeals, at Town Hall located at 53095 Main Road,Southold on Thursday,August 2,2012,at approximately 11:15 a.m. Accordingly,please find enclosed herewith: (7) Legal Notices (for dimensional variance and interpretation) concerning subject application;and (8) Copy of Survey depicting existing and proposed structures,prepared by Peconic Surveyors,P.C.,last dated May 28,2014. Please feel free to contact this office should you have any questions regarding this matter. Thank you in advance for your attention and courtesy. Sincer , Bruce A.Anderson enc. cc: Mr. Osbourne Mr.Grella 7 - BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 01/,4`�®f S®ll�if® - 53095 Main Road•P.O.Box 1179 �,`® Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer ; °J Town Annex/First Floor,Capital One Bank George Homing ` N '� `. �0� 1 54375 Main Road(at Youngs Avenue) Kenneth Schneider ; COU 86°‘ iSouthold,NY 11971 NIO-i... .•1 littp://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809 •Fax(631)765-9064 June 25, 2014 Mark Terry, Principal Planner E C [ \\J �I LWRP Coordinator Planning Board Office JUN 2 5 2014 Town of Southold Town Hall Annex Southold Town Southold,NY 11971Planning Board Re: ZBA File Ref.No. #6773 —Grella/Osborne Dear Mr. Terry: We have received an application for a partial demolition, re-construction, additions/alterations and maintaining "as built" decks in New Suffolk. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: Encls. • BOARD MEMBERS ,i'' Southold Town Hall Leslie Kanes Weisman,Chairperson of Ax• S�UTyO 53095 Main Road•P.O.Box 1179 �,LO !� Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer , � Town Annex/First Floor,Capital One Bank George Horning �Q�1� 54375 Main Road(at Youngs Avenue) Kenneth Schneider `;�lij'�SOUTI ���� Southold,NY 11971 of http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 June 25, 2014 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Mr. Lansdale: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #6773 Owner/Applicant: Grella, William & Osborne, Gary Action Requested: Partially demo, reconstruct & make additions/alterations Within 500 feet of: ( ) State or County Road (X)Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land. ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperson B r 4 /' � i Encls. BOARD MEMBERS ���i�'' Southold Town Hall ®F $OUl - Leslie Kanes Weisman,Chairperson �i �� y® 53095 Main Road•P.O.Box 1179 ,� ,`O . . !® Southold,NY 11971-0959 Eric Dantes * ; Office Location: Gerard P.Goehringer % co, _ Town Annex/First Floor,Capital One Bank George Horning .i /1 54375 Main Road(at Youngs Avenue) Kenneth Schneider '5'ItCOUNit� , �f Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809 •Fax(631) 765-9064 November 7,2014 Bruce Anderson Suffolk Environmental Consulting,Inc. P.O. Box 2003 Bridgehampton,NY 11932-2003 RE: ZBA Application#6773 —Grella/Osborn Dear-Mr.Anderson: — Transmitted for your records is a copy of the Board's November 6, 2014 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. 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P ~_. ._..—.-- ...,....._,_....... ... _ GENERAL NOTES & SPECIFICATIONS DRAWING INDEX FILE LOCATION: . • A-0.0 GENERAL NOTES& PLUMBING RISER GENERAL NOTES METALS MECHANICAL A-0.1 FRAMING DETAILS, SCHEDULES -- - - -- - - - REVISIONS: DIVISION 5 DIVISION 15 EX1 EXISTING/DEMOLITION PLANS AND ELEVATIONS DIVISION 1 - - -- NO. DATE DESCRIPTION 1. STRUCTURAL STEEL TO BE DESIGNED BY DISC SPECIFICATION FOR DESIGN,FABRICATION,AND ERECTION. USE 70#PER SQUARE FOOT DEAD&LIVE LOADS. A-1.0 FOUNDATION & PILE DETAIL 4/27/15 REVISION 1. BIDDERS ARE REQUIRED TO VISIT THE SITE AND ACQUAINT THEMSELVES WITH EXISTING CONDITIONS AT THE SITE. PLUMBINGA 1. FURNISH AND INSTALL NECESSARY WASTE AND WATER TO ACCOMMODATE FIXTURE AND FAUCET LOCATIONS AS PER A-2.0 GROUND PLAN 2. AFFIDAVITS,CERTIFICATIONS,AND/OR OTHER CREDENTIALS SHALL BE FURNISHED FOR ALL OPERATIONS AND/OR PERSONNEL REQUIRED BY CODE TO BE LICENSED, 2. ROLLED SHAPES AND PALTED SHALL CONFORM TO ASTM 572 GRADE 50 UNLESS OTHERWISE NOTED. PLANS AND CODES. - _. _ CERTIFIED OR OTHERWISEA-2.1 FLOOR PLANS_ QUALIFIED. 3. SHOP CONNECTIONS TO BE WELDED FIELD CONNECTION TO BE 3/4"DIAMETER ASTM A-325 TYPE N CONNECTION,U.O.N.,EXCEPT WHERE FIELD WELDED IS 2. PROVIDE PROPER VENTING,TO CODE. 3. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL AND STATE BUILDING CODES AND ORDINANCES AND SHALL COMPLY WITH THE RECOMMENDATION OF THE NEW NOTED. _ A-3.0 SECTIONS YORK STATE BUILDING CODE MANUAL. 4. WELDING TO COMPLY WITH AWS SPECIFICATIONS. USE E70XX ELECTRODE. 3. PRESSURE/WET TEST ALL PIPING PRIOR TO INSTALLING AND INTERIOR WALL FINISH. 4. RELOCATE GAS,WATER,SEPTIC SUPPLY,&WASTELINESASREQ'DBYCODE. A-4.0 ELEVATIONS A 8/3/15 CURRENT AMENDMENT 4. DRAWINGS ARE THE PROPERTY OF FRANK FALINO,ARCHITECT,PLLC.AND SHALL NOT BE REPRODUCED WITH OUT THE PERMISSION OF FRANK FALINO, 5. ALL STEEL TO RECEIVE ONE COAT OF RUST INHIBITIVE PAINT(MINIMUM)APPLIED AT FACTORY. ARCHITECT,PLLC MECHANICAL A-5.0 BREAKAWAY_W_;a DETAILS DRAWINGS 5. "WARNING:IT IS A VIOLATION OF THE NEW YORK EDUCATION LAW SECTION 7209.2 FOR ANY PERSON.UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 6. PROVIDE 1/4"ANGLE ANCHOR WITH STUD;FIELD WELD TO ALL BEAMS RESTING ON MASONRY AND CONCRETE.UNLESS OTHERWISE NOTED ON DRAWINGS 1. ALL HVAC EQUIPMENT AND SYSTEMS TO BE GUARANTEED FOR TWO YEARS ON ALL PARTS AND LABOR,AND FOR FIVE YEAR A-6.0 ENLARGED BATHROOM PLANS AND ELEVATIONS PROFESSIONAL ENGINEER,ARCHITECT OR LAND SURVEYOR,TO ALTER THIS DOCUMENT IN ANY WAY.IF ALTERED,THE ALTERING PERSON SHALL COMPLY WITH THE ON COMPRESSOR. REQUIREMENTS OF NEW YORK EDUCATION LAW 7209,2". 7. PROVIDE 1/2"BEARING PLATE AT ENDS OF ALL JOIST AND BEAM RESTING ON MASONRY OR CONCRETE. PROVIDE CROSS BRIDGE PER MANUFACTURERS A-7.0 ENLARGED BATHROOM PLANS AND ELEVATIONS RECOMMENDATION. 2.. SEPARATE AND COMPLETE HVAC SHOP DRAWINGS,MANUFACTURERS PRINTED LITERATURE, CUTS,BROCHURES,CATALOGUES AND PERFORMANCE TABLES TO BE SUPPLIED FOR APPROVAL AND ACCEPTANCES BY OWNER PRIOR TO JOB A-8.0 ENLARGED KITCHEN PLANS AND ELEVATIONS V_- 6. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 8. CONNECTION TO BE ANGLE CONNECTIONS UNLESS NOTED. START. U.O.N. A-9.0 ELECTRICAL DRAWINGS _ 7. THE CONTRACTOR SHALL CHECK AND VERIFY DIMENSIONS ON THE DRAWINGS WITH ACTUAL MEASUREMENTS OF ALL WORK IN PLACE AT THE SITE AND BE 1 RESPONSIBLE FOR THE CORRECTNESS OF THEM. ANY DIFFERENCE SHALL BE REPORTED IN SUFFICIENT TIME FOR CONSIDERATION AND DIRECTION. 9. BASE PLATES TO BE ANCHORED WITH(4)3/4"DIAMETER X 6"LONG ANCHOR BOLT UNLESS OTHERWISE NOTED ON DRAWINGS. 3. FILE ALL PERMITS&PAY ALL FEES AS REQUIRED. ISSUED TO: 4. PROVIDE ALL CUTTING AND PATCHING AS REQUIRED. ALL INSTALLATIONS SHALL BE WEATHERTIGHT. 04/04/13 MTG. WITH NEW SUFFOLK 10. RACSHALLHSUPPLY S DRAWINGS H N.Y.S.LICENSED SHOENGIP SEGL I PRIOR GCCL DESIGN LOADS,CONNECTIONSISSION DDAR5. PROVIDE ALL ROOF AND WALL FLASHING,CAULKING AND SEALAN L. \\TAI..1E ]I"\(PE DESCRIPTIONS 05/05/13 OWNER01/13 TG. WITH FOR REVIEWL Y 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ALL LINE,GRADES AND BENCH MARKS,NECESSARY FOR PROPER EXECUTION OF THE WORK CONTRACTOR SHALL BE RESPONSIBLE TO CHECK CORRECTNESS OF SHOP DRAWINGS PRIOR TO ACCEPTANCE AND SUBMISSION TO BUILDING DEPARTMENT. BEFORE PROCEEDING.ALL SURVEY DATA SHALL BE VERIFIED BY THE CONTRACTOR. ELECTRICAL 07/03/13 FILING SET 9. ALL WORK SHALL BE EXECUTED IN SUCH A MANNER AS TO PROTECT THE SAFETY OF ALL WORKMEN AND THE PUBLIC. ALL BARRIERS AND OTHER 11. ALL BRIDGING TO BE INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON JOISTS AND BOLTED TO END BEAMS OR WALL AT TOP AND BOTTOM CHORDS. DIVISION 16 DESCRIPTION SYMBOL KEY 11/12/13 FILING SET INTERIOR PARTITIONS DISCLAIMER: PRECAUTIONARY MEASURES SHALL BE BE REQUIRED FOR SAFETY DURING THE ENTIRE CONSTRUCTION OPERATION. 1. FILE ALL PERMITS AND PAY ALL FEES AS REQUIRED. DOUG-FIR#2 WOOD STUDS(VERIFY EXIST.STUD SIZE)@16"OC W/1/2"GYPSUM BOARD r-_-_7-___ _ DRAWINGS ARE THE PROPERTY OF FRANK 12. ALL LOOSE LINTELS TO HAVE MINIMUM OF 8"BEARING AT EACH END OF M.O.PROVIDE FLASHING AT EXTERIOR OF ALL OPENINGS.ALL WIDE FLANGE LINTELS TO2. INSTALL AND MAINTAIN TEMPORARY LIGHT AND POWER FOR TRADES. ON BOTH SIDES* 2X4 STUDS @ 16"O.C. FALINO,ARCHITECT,PLLC.AND SHALL NOT BE 10. OWNER/CONTRACTOR(S),ARE RESPONSIBLE FOR INSPECTION,APPROVALS,PERMITS,CERTIFICATE OF OCCUPANCY,UL APPROVAL,ETC. HAVE 10"MINIMUM BEARING ON EACH END OVER 16"MASONRY. EXTERIOR WALLS REPRODUCED WITHOUT THE PERMISSION OF 3. ALL ELECTRICAL WRING,FIXTURES,OUTLETS,SWITCHES,AND EQUIPMENT TO BE PROPERLY GROUNDED. DOUG-FIR#2 WOOD STUDS(VERIFY EXIST.STUD SIZE)@16"OC W/1/2"GYPSUM BOARD ON INT. _ FRANK FALINO,ARCHITECT,PLLC 11. THE CONTRACTOR SHALL DELIVER TO THE OWNER,UPON SUBSTANTIAL COMPLETION OF THE WORK,A WRITTEN GUARANTEE TO COVER A PERIOD OF ONE 13. FASTENERS,HANGERS,AND TIE-DOWN CONNECTORS THAT COME IN CONTACT WITH A.C.Q.TREATED LUMBER MUST BE DESIGNED FOR SUCH USE.(CHECK SIDE&1/2"CDX PLY SHEATHING EXT.* 2X8 STUDS @ 16"O.C. NEW YORE THE OF "WARNING:IT IS A YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER. MANUFACTURER'S SPECIFICATIONS.) 4. SUBMIT LAYOUT DRAWINGS,MANUFACTURERS LITERATURE,CUTS AND SPECS.FOR ACCEPTANCE AND *UNLESS OTHERWISE NOTED ON DRAWINGS EDUCATION LAW SECTION VIOLATION F OR ANY APPROVALS BEFORE START OF WORK. EXISTING WALLS PERSON,UNLESS HE IS ACTING UNDER THE 12. ANY AND ALL CHANGES TO WORK MUST BE PRESENTED TO OWNER,IN WRITING,FOR APPROVAL,PRIOR TO COMMENCEMENT.ALL PRICING INCLUDING 5. COORDINATE LAYOUT DRAWINGS WITH HVAC,PLUMBING,ETC.AND PROVIDE PROPER WIRING AND ELECTRICAL OPERATIONSEXISTING TO REMAIN.MODIFY EXISTING FINISHES WHICH ARE ADJACENT TO NEW DIRECTION OF A LICENSED PROFESSIONAL CREDITS,OR ADDITIONS ARE TO BE FURNISHED TO OWNER AS PART OF CHANGE ORDER SUBMITTALS IN ACCORDANCE WITH THE GENERAL CONTRACT. WOOD & PLASTICS FOR ALL EQUIPMENT. CONSTRUCTION FOR A CONSISTANT&COHESIVE APPEARANCE ENGINEER,ARCHITECT OR LAND SURVEYOR,TO DIVISION 6 6. ALL FLUORESCENT FIXTURES SHALL BE PROVIDED WITH WATT SAVER BALLAST AND T-8 LAMPS. ALTER THIS DOCUMENT IN ANY WAY.IF . 7. DEMOLITION ALTERED,THE ALTERING PERSON SHALL 1. ALL FRAMING LUMBER AND DETAILS OF WOOD CONSTRUCTION SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS-GRADE LUMBER MATERIAL HANDLING & STORAGE ALL ITEMS&SYSTEMS BEING REMOVED SHALL BE COMPLETED IN A MANNER WHICH I COMPLY WITH THE REQUIREMENTS OF NEW AND STEEL FASTENINGS(INCLUDING)SUPPLEMENT NO.1).ALL NEW FRAMING LUMBER FOR JOISTS AND LOAD BEARING STUD WALLS AND WOOD COLUMNS COORDINATES WITH THE INTENT OF NEW CONSTRUCTION YORK EDUCATION LAW 7209.2". SHALL BE DOUG FIR(NORTH)FB=1000 PSI. ALL LUMBER SHALL BE GRADE MARKED AT MILL AND SHALL BE SURFACE DRY. ALL EXTERIOR LUMBER TO BE 1. ALL MATERIALS SHALL BE PROTECTED FROM WEATHER WITH WATER-RESISTANT TARPS. WESTERN CEDAR(Fb =725PSI) SITE WORK 2. ALL TARPS SHALL BE SECURED TO GROUND OR STRUCTURE TO PREVENT WIND UPLIFT. 3. ALL MATERIALS SHALL BE STOCK-PILED NEATLY&IN AN ORGANIZED MANNER.LOSS OF MATERIALS DUE TO LACK OF ..- . ... ..... DIVISION 2 2. SHEATHING SHALL BE AS SHOWN ON DRAWINGS,AND WILL COMPLY WITH APPLICABLE RESIDENTIAL STANDARDS: ORGANIZATIONWILL BE THE CONTRACTORS SOLE RESPONSIBILITY&COST. SYMBOL S ABBREVIATIONS 1. CONTRACTOR SHALL CLEAR&GRUB THE ENTIRE ARBA AS REQUIRED TO FACILITATE THE CONSTRUCTION PROCESS.REMOVE ALL BRANCHES,STUMPS, ROOF SHEATHING 1/2"CDX,MAXIMUM SPAN 16"O.C. USE SOLID SHEATHING AT ALL EAVES AND VALLEYS. 4. SUBMIT LAYOUT DRAWINGS,MANUFACTURERS LITERATURE,CUTS AND SPECS.FOR ACCEPTANCE AND APPROVALS BEFORE ROOTS,ETC.&DISPOSE OF OFF SITE. START OF WORK. ® I ELEVATION MARKER A.F.F. = ABOVE FINISHED FLOOR BD = BOARD SUB FLOOR TO BE 3/4"THICK T&G C-D INT-APA WITH EXTERIOR GLUE.MAXIMUM SPAN 24"O.C.FASTEN WITH 2. CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL EXISTING SUBSURFACE UTILITIES&TAKE PROPER PRECAUTIONS NOT TO DISTURB THESE ITEMS. CONSTRUCTION ADHESIVE AND WOOD SCREWS. SECTION R904 MATERIALS D SMOKE DETECTOR CANT =BCA CLEVER ARCHITECT' HAND DIG/EXCAVATE AS READ.NOTIFY PROPER AUTHORITIES,INSPECTORS,AS REQUIRED BY LOCAL&STATE CODE. 'L o,,E.D Aq WALL SHEATHING TO BE 112"THICK CDX INT-APA WITH MAX.SPAN 24"O.C.UNLESS OTHERWISE NOTED ON ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SECTION OF THE CODE WHERE REFERENCING ROOF MATERIALS,COMPATIBILITY CJ = CEILING JOIST C 3. BACKFILL SHALL BE ACCOMPLISHED IN LIFTS NOT TO EXCEED 12"IN DEPTH.COMPACTION SHALL BE AT A MINIMUM OF 95%OF THE MODIFIED PROCTOR DRAWINGS OF MATERIALS,MATERIAL SPECIFICATIONS AND PHYSICAL CHARACTERISTICS AND PRODUCT IDENTIFICATION. 0 CARBON MONOXIDE DETECTOR ELEV = ELEVATION �C?�Q.PNK F/I�/4,0j/q0 EXT. = EXTERIOR Q' � DENSITY AND AT OPTIMUM MOISTURE CONTENT.THE MATERIAL SHALL CONTAIN LESS THAN 12%PASSING THE#200 SIEVE. INSTALL A MIN.OF ONE CARBON MONOXIDE DETECTOR IN THE VICINITY OF SLEEPING AREAS.SINGLE AND MULTIPLE STATION ALARMS AS PER STATE CODE. 'i 3. CONTRACTOR TO VERIFY THAT BEAMS,JOISTS AND HEADERS,ARE APPLIED"CROWN UP". F.F. = FINISHED FLOOR F'7:4\ 4-'41 DIRECTION OF JOIST'S SPAN7 FJ = FLOOR JOIST �' r 4. CONTRACTOR SHALL STRIP&STOCKPILE ALL TOPSOIL LOCATED WITHIN THE CONSTRUCTION AREA LIMITS. 4. PROVIDE CROSS BRIDGING AT MAXIMUM 8'-0"O.C.FOR ALL WOOD JOIST. NO JOIST SHALL BE CUT OR NOTCHED WITH OUT PRIOR APPROVAL R904.4 PRODUCT IDENTIFICATION-ROOF COVERING MATERIALS SHALL BE DELIVERED IN PACKAGES BEARING THE MANUFACTURER'S FL. = FLOOR IDENTIFYING MARKS AND APPROVED TESTING AGENCY LABELS WHEN REQUIRED. ''''-'=;1\.-‘,.--(-', 5. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO NOT DISTURB ANY EXISTING STRUCTURE,FOOTING&/OR FOUNDATIONS DURING EXCAVATION FOUNDATION &/OR BACKFILLING.ANY UNDERMINING WHICH OCCURS DURING EXCAVATION SHALL BE REPAIRED VIA UNDERPINNING&SIMILAR PROCESSES. 5. FIRESTOP ALL CONCEALED SPACES TO CODE WOOD POST - FTG = FOOTING .e\9?. 020336 o r - R905.2.6 ATTACHMENT-ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER.FOR HDR = HEADER THERMAL & MOISTURE PROTECTION NORMAL APPLICATIONS,ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP 0 3y"STL.LALLY COL. HORIZ. = HORIZONTAL OF N ,)., 6. DEMO-TEST FOR LEAD AND FOLLOW PROPER REMOVAL&DISPOSAL REQ'S,INCLUDING CERTIFICATION SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE.WHERE THE ROOF SLOPE EXCEED 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL INT. = INTERIOR / ~`G DIVISION 7 SPECIAL METHODS OF FASTENING ARE REQUIRED. FIBERGLASS INSULATION R.R. = ROOF RAFTER -•_`- STL. = STEEL 1. ROOFER TO GUARANTEE MATERIAL AND INSTALLATION OF ALL ROOFING AS MANUFACTURER SUGGESTS&FOR 15YEARS MINIMUM,METAL FLASHING EXCEPTIONS:ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE TYP = TYPICAL FOR 5 YEARS.A WRITTEN GUARANTEE TO BE SUBMITTED TO OWNER PRIOR TO FINAL ACCEPTANCE AND PAYMENT. FOLLOWING CATEGORIES: MF MECHANICAL EXHAUST FAN V.I.F. = VERIFIYIN FIELD 1.THE BASIC WIND SPEED PER FIGURE R301.2(4)IS 110 MILES PER HOUR OR GREATER AND THE EAVE IS 20 CONCRETE FEET OR HIGHER ABOVE GRADE. a WI = WITH FRANK FALINO 2. FLASHING TO BE ALUMINUM,COPPER OR,LEAD COATED COPPER,16 GAUGE TO BE LAPPED AND SOLDERED ACCORDING TO BEST PRACTICES. 2.THE BASIC WIND SPEED PER FIGURE R301.2(4)IS 120 MILES PER HOUR OR GREATER. DIVISION 3 3.SPECIAL WIND ZONES PER FIGURE R301.2(4). A 1. ELEVATION OF FOOTING BOTTOMS SHALL NOT BE LESS THAN 3'-0'BELOW EXISTING GRADE AND SHALL BE WELL DRAINED,PUMP AS REQUIRED. 3. GUTTERS AND LEADERS TO BE SEAMLESS ALUMINUM,COLOR PER SPECIFICATIONS.PITCH TO LEADERS. CONNECT TO SITE DRAINAGE AS DETAILED. R905.2.7.1 ICE PROTECTION-IN ALL OF NASSAU AND SUFFOLK COUNTY AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF D UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN TOGETHER OR OF A SELF-ADHERING 4" EXHAUST R 4. COLOR SAMPLES OF SIDING AND TRIM SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL. POLYMER MODIFIED BITUMEN SHEET,SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVE'S EDGE TO A VENT C 2. ANCHOR BOLT SPACING FROM ENDS OF FOUNDATION WALLS SHALL BE 12"MAX&SPACED @ 30"OC MAX. 3. FOOTINGS TO BEAR ON UNDISTURBED SOIL(VIRGIN)OF ONE TON PER SQUARE FOOT BEARING CAPACITY. 5. INSULATION TO BE KRAFT,OR FOIL FACED FIBERGLASS BLANKETS OR AS INDICATED ON DRAWINGS. POINT 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. REPLACE ` HDOUBLE ROOF UNDERLAYMENT(FELT)FOR ROOFS>=2:12 AND<=4:12 4. CONCRETE TO BE READY MIXED,AND NO CONCRETE SHALL BE PLACED UNDER 40 DEGREES FAHRENHEIT. DOORS & WINDOWS - FIXTURES ROOF 5. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO LESS THAN 4'-0"FROM ANY PIER AND A MAXIMUM OF 50'-0"APART. REINFORCEMENT SHALL DIVISION 85 I BE CONTINUOUS THROUGH CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION JOINTS. 2" 2" T 1. FIXED UNITS TO BE 1"INSULATED GLAZED UNITS WITH PROFILES TO MATCH ADJACENT UNITS. I 6. SLABS ON GRADE SHALL BE PLACED BY STRIP PLACING METHOD(MAXIMUM WIDTH 20'X INFINITE LENGTH). WITH CONTROL JOINTS(SAW CUT)MAXIMUM 20'-0"O.C.). CONSTRUCTION JOINTS SHALL BE PLACED ALONG LENGTH OF PLACEMENT AND AT END OF PLACEMENT. 2. CONTRACTOR TO SUBMIT WRITTEN(1)ONE YEAR WARRANTY TO REPAIR/REPLACE DEFECTIVE MATERIALS OR WORKMANSHIP. WARRANTY PERIOD TO E BEGIN AFTER DATE OF FINAL ACCEPTANCE OF ALL WORK. 1 1/2" 1112" 1 112" LAV EXIST. 1 112" 1112" 1112" 11/2" LAV EXIST. 1 112" 5 C 7. CONTINUOUS CONCRETE FOOTINGS ARE SHOWN.FOOTING STEPS AS PER REQUIREMENTS OF LOCAL BUILDING CODES. UNEQUAL BEARING IS NOT 3. GLASS/GLAZING TO BE CLEANED PRIOR TO FINAL INSPECTION. RELOC.SINK RELOC.CW �- ExisT. RELOCATE FRANK FALI NO T PERMITTED. I _ ARCHITECT, PLLC 4. WOOD DOORS WILL BE FULLY WEATHER STRIPPED SIZES AS INDICATED ON THE DRAWINGS. DOORS TO HAVE U FACTOR OF.40 OR LESS,WITH 1"DOUBLE LJ ` i-t„ WO EXIST. 7 8. FURNISh 3500 PSI STONE AGGREGATE CONCRETE. ALL CONCRETE SHALL CONFORM TO ACI 301-95. INSULATED GLAZING AS INDICATED. SECOND' OOR -lJ- EXIST. ' EXIST. BATHROOM DESIGN &CONSTRUCTION 9. ALL REINFORCEMENT OTHER THAN MESH SHALL BE DEFORMED TYPE INTERMEDIATE GRADE BILLET. S - - - - TUB - - - - -_ - - y - - I SHOWER I 5. ALL DOORS TO BE HUNG WITHIN 48 HOURS AFTER DELIVERY. DOORS THAT HAVE WARPED PRIOR TO INSTALLATION ARE TO BE REPLACED AT NO COST 10. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. TO OWNER.SEE DOOR SCHEDULE. 2" 1 112 6. HURRICANE GLASS NOT REQUIRED A3 BUILDING IS GREATER THEN 1 MILE FROM COAST LINE. \ 3" 3', 1 1/2" 2" 16 Harbor Road 11. TEMPERATURE REINFORCEMENTS,SPLICES,SUPPORTS FOR REINFORCEMENTS SHALL CONFORM TO REQUIREMENTS OF ACI-318,2008Port Washington, NY 11050 11.41111rIllrlormor NI'... ...........-- FINISHES 4" lur IV Tel. 631-375-5511 12. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 40 DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON-CONTINUOUS ENDS. REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH SP-66(04) DIVISION 9 2" FALINO@OPTONLINE.NET 2" 13. PROVIDE TWO#6 BARS FOR ALL SIDES AT OPENINGS IN CONCRETE WALLS UNLESS OTHERWISE NOTED.EXTEND BARS 2'-0"BEYOND OPENINGS,HOOK 1. MATERIAL TO BE DELIVERED TO JOB IN ORIGINAL CARTONS OR BUNDLES,AND STORED IN DRY AND PROTECTED AREA,AWAY FROM THE ELEMENTS. CLIENT INFO: ENDS. 14. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS REQUIRED BY MECHANICAL TRADES.OPENINGS SHALL BE PLACED SO THAT STRENGTH OF 2. GYPSUM WALL BOARD SHALL BE 1/2"OR AS INDICATED ON DRAWINGS. STRUCTURAL MEMBERS IS NOT AFFECTED. 3. WATER RESISTANT WALL BOARD SHALL BE SHEETROCK MIR OR EQUAL. 11/2" 11/2" • 1 1/2" 1 1/2" 1 1/2" 1 1/2" Osborne-G rella Residence LPIEW LAVJ , NEWLAV 15. MAINTAIN A MAXIMUM SLOPE OF ONE VERTICAL TO TWO HORIZONTAL BETWEEN BOTTOMS OF ADJACENT FOOTINGS,INCLUDING BOTTOM OF EXISTING 4. CONCRETE GLASS FIBER REINFORCED BOARD SHALL BE WONDERBOARD WALL SYSTEM 36"X48"X7/16"AS MANUFACTURED BY MODULARS INC.,OR NEW WC NEW WC 1200 First Street FOOTINGS. BARRIEREQUAL. INSTALL AS AROUND SHOWERT ENCLOSURE. FIRST IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. PROVIDE CONTINUOUS 6 MIL VAPOR FIRST FLOOR /-l. 2c 2 L J1 NEW WANEW SHER New Suffolk, New York MASONRY - - y - - - - - 5. METAL TRIM,ACCESSORIES,INCLUDING CORNER BEADS,CASING BEADS,AND EDGE TRIM, SHALL BE STANDARD TYPE GALVANIZED STEEL AS INDICATED 1 1/2" 3" 3" 1 1/2" 2" 1 1/2" DIVISION 4 ON DRAWINGS. \ \ PROJECT TITLE: 1. ALL CONCRETE BLOCK SHALL BE LOAD BEARING AND SHALL CONFORM TO ASTM STANDARD C-90 GRADE N UNITS. 6. FASTENERS FOR ATTACHMENT OF GYPSUM BOARD TO WOOD STUDS AND FURRING,SHALL BE CADIUM PLATED OR EQUAL RUST PROOF TREATED. 1 OSBORNE-GRELLA RESIDENCE TYPICAL USG BRAND DRYWALL NAIL OR EQUAL USING SELF TAPPING SCREWS FOR ATTACHMENT TO METAL FURRING CHANNELS. 4" 4" 2. FILL BLOCKS SOLID UNDER CONCENTRATED LOADS LIN ALL BLOCK WALL ABOVE AND BELOW GRADE.ALL ANCHORAGE PLACED IN MASONRY TO BE FILLED 7. CONTRACTOR TO SUPPLY ALL LABOR AND MATERIALS FOR A COMPLETE MUD INSTALLATION ON ALL TILE FLOORS.UNLESS OTHERWISE NOTED ON CT DESCRIPTION: SOLID WITH CONC. DRAWINGS - - ADDITION 3. PROVIDE VERTICAL CONTROL JOINTS IN BLOCK WALL 30'-0"O.C.MAXIMUM USING PREMOULDED FILLER AND JAMB BLOCK UNLESS OTHERWISE DETAILED ALL PLUMBING SHALL BE ON DRAWINGS. 8. PREPARE ALL INTERIOR SURFACES;CLEAN,CAULK,SANDPAPER,ETC.,PRIOR TO PAINTING. INSTALLED ACCORDING TO THE PHASE: 4. ALL BLOCK WALLS SHALL BE CONSTRUCTED WITH GALVANIZED WALL REINFORCEMENT TO BE TRUSS TYPE(9)GAUGE)AND PLACED 1'-4"O.C. g PROVIDE PROTECTION(DROP CLOTHS,PLASTIC SHEETS)AND CLEAN ALL SPOTS CAUSED BY THE WORK. NYS PLUMBING CODE. PLUMBING 1 112" VERTICALLY WIDTH AS RECOMMENDED BY MANUFACTURER. CONTRACTOR SHALL PAY ALL / I CO CONSTRUCTION DOCUMENT 10. COLOR ARE TO BE APPROVED AND SELECTED BY ARCHITECT&OWNER.CONTRACTOR TO SUPPLY SAMPLES FOR APPROVAL. FEES & FILE ALL PERM ITS. CHECKED BY: ISSUE DATE: 5. NO MASONRY CONSTRUCTION TO BE INSTALLED UNDER 36 DEGREES FAHRENHEIT,NO CINDER BLOCK PERMITTED.BLOCK TO BE CLEAN AND PLUMB. THERE SHALL BE NO DIMENSIONAL VARIATION IN EXCESS OF 1/4". 11. ALL MATERIALS TO BE BROUGHT TO JOB IN ORIGINAL PACKAGING AND MIXED ON-SITE. (f///1..-- FF 07/2012 6. USE TYPE M CEMENT MORTAR,ALL MEASURED BY VOLUME PER ASTM C270-73. 12. BACK PAINT ALL EXTERIOR WOOD TRIM. RECE1VE� DRAWN BY: CURRENT DATE: 7. ALL NECESSARY WIRING,ANCHORING DEVICES,INSERTS AND ITEMS RELATED TO OTHER TRADES,ATTACHING TO CONCRETE,SHALL BE INSTALLED BY 13. EXTERIOR WOODWORK TO BE PRIMED COMPLETELY,PRIOR TO INSTALLATION,. NO EXTERIOR STAINING TO BE DONE WHEN THE TEMPERATURE IS FRESH AIR BELOW 50 DEGREES FAHRENHEIT,UNLESS PRIOR APPROVAL IS GRANTED. ALL SURFACES ARE TO BE DRY AND OUT OF DIRECT SUNLIGHT WHEN TMD 15 MASON CONTRACTOR. PAINTED. HARDWARE AND FINISHES TO BE MASKED TO PREVENT DAMAGE FROM PAINTING. �� A,uG ] 2015 DRAWING TITLE: 8. MASONRY REINFORCEMENT GALVANIZED TRUSS DESIGN SIMILAR TO DUR-O-WALL OR EQUAL,TO HAVE NO.9 SIDE BAR X NO.9 CROSS BARS. REINFORCEMENT SHALL BE OF WIDTHS RECOMMENDED BY MANUFACTURER FOR VARIOUS WALL THICKNESS'REQUIRED,NO LESS THAN 5/8"MORTAR COVER OVER THE SIDE RODS,HEAVIER GAUGE REINFORCEMENT SHALL BE USED FOR FOUNDATIONS AS NOTED. ZONING BOARD OF APPEAL EXISTING HOUSE TRAP FLOOR PLANS 01, PLUMBING RISER DIAGRAM SHEET NO: nnel.) .1 NTS I . PARALLAM GIRDER(WOLMANIZED) FILE LOCATION: STAINLESS STEEL H-3 HANGERS(TYP. CONSTRUCTION SEQUENCE: @ EA.F.J.TO GIRDER CONNECTION) NOTE: 1. LIFT EXISTING SECOND FLOOR AND ROOF STRUCTURE PROVIDE RESIDENTIAL AUTOMATIC FIRE SPRINKLER ^ 2. DEMOLISH EXISTING FIRST FLOOR SYSTEM THROUGHOUT A REVISIONS: 2 X 12 @ 16" 1 $ / 2 X 12 @ 10 3. CONSTRUCT FOUNDATION IN ACCORDANCE WITH FEMA REGULATIONS ACCORDING TO SECTION 903 OF THE 2010 RCNYS & NFPA 13D NO. DATE DESCRIPTION / 4. CONSTRUCT NEW FIRST FLOOR ON NEW FOUNDATION CONCRETE COLUMN 4/27/15 REVISION t - 5. LOWER EXISTING SECOND FLOOR ONTO NEW FIRST FLOOR ' EINSTAL EXISTING FENCE ON AT EXTERIOR MUD ROOM NEW DIA.A.B. NEW SEPTIC WALL.PROVIDE AND SOUTH ELEVATION REPLACEMENT PIERS IN EXISTING WALLS ONLY. 8/3/15 CURRENT AMENDMEN HELICAL PILE NOTES 8. THE HELICAL PILE SHALL BE CONNECTED TO THE STRUCTURE USING I, s„ LOCATIONS. DRAWINGS 12"X 12"CONC.PIER W/(4)#5 A PTS APPROVI ED STEEL BRACKET OR CAP PLATE AS II .fl . o I VERTICAL REBAR AND#3 r6 @ 8" 1. ALL PILES SHALL BE PATENTED HELICAL PILES AND APPURTANCES AS THE CASE MAY BE AS SHOWN ON DESIGN ENGINEERS PLAN. THESE LOOSE STONE FILL + 5 FURNISHED BY PREMIUM TECHNICAL SERVICES. ' -,; �1i111 ,JI'i� IlL' �' , n �' �,�I ‘17_,N, CONNECTION DEVICES SHALL BE CAPABLE OF SAFELY TRANSFERRING IT i:-__VIL-1- 11 I1 it'!iI-1 I �' A OVER FILTER FABRIC ti FOR BREAKAWAY WALL SUPPORT LABAT PERIMETER 2. HELICAL PILE LEAD SECTIONS SHALL BE MODEL PTS-0060 WITH THE STRUCTURAL LOADS TO THE HELICAL PILE. 3- 1 F7��1�,�-.,1,f ! , Ii, (BEYOND) A 2.00" SQUARE SHAFT AND (1)6", (1)8 AND (1)10" DIAMETER HELIX. �� - �1 _4_ �.__ , ,- GR9. WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACH - I, IT' #5 REBAR 10"O.C.VERT �. - 1II" _ - - -_- - _- -— - LEAD SECTIONS SHALL BE 5.5' LONG. HELIX PILE EXTENSION MAY BE #5 REBAR @ 1s°o.c.HORIZ. =1 = Ii ISSUED TO: APPROXIMATET - r T #5 REBAR 10"O.C.VERT. #5 REBAR @ 18"O.C.HORIZ. HELICAL PILE. THESE RECORDS SHALL INCLUDE BUT ARE NOT j 5,7, OR 10' LONG DEPENDING ON VERTICAL CLEARANCE. � �-L ii'I�� 04/04/13 MTG. WITH NEW SUFFOLK a _ LIMITED TO THE FOLL0111 NG: @ ,,i r, ,,Gi_ N 05/01/13 MTG. WITH REILLY GRADE 3. HELICAL PILES, EXTENSIONS AND APPURTANCES SHALL BE HOT 1 II C15 4EAN A. PROJECT NAME AND/OR LOCATION. I,, ,,,, 1"RIGID INSUL. .fl iI 0501,./13 OWNER FOR REVIEW a ¢ 12"X 12"CONC.TIE DIPPED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. B. NAME OF CONTRACTOR'S FOREMAN OR REPRESENTATIVE WHO 11 "` "' `'' • �J, 07/03/13 FILING SET i' `-' BEAM W/45 CONT. NEW 8"WALL �� BACKFILL 4. ALL PILE INSTALLATION OPERATIONS SHALL BE SUPERVISED BY A WITNESSED THE INSTALLATION. REINFORCED SEPTIC ' I 11/12/13 FILING SET ` N.Y.S. LICENSED ENGINEER COMMISSIONED BY THE PILE INSTALLER. SYSTEM WALL DISCLAIMER: — C. DATE AND TIME OF INSTALLATION ) _ THE INSPECTOR SHALL KEEP A COMPLETE RECORD OF THE PILE I DRAWINGS ARE THE PROPERTY OF FRANK D. LOCATION AND REFERENCE NUMBER OF EACH PILE. `•' I r FALINO,ARCHITECT,PLLC.AND SHALL NOT BE ` ` . INSTALLATION OPERATION. #5 REBAR @ s"O.C.EACH WAY #5 REBAR @ 8"O.C.EACH WAY- l ---- REPRODUCED WITHOUT THE PERMISSION OF E. DESCRIPTION OF LEAD SECTION AND EXTENSIONS INSTALLED. I I- -1 c-`) 5. HELICAL PILES SHALL BE INSTALLED TO A MINIMUM DEPTH OF 20', AND A F. OVERALL DEPTH OF INSTALLATIONS REFERENCED FROM THE BOTTOM __ ______ __ FRANKING:IT,ARCHITECT,PLLC �G e I l'' "WARNING:IT IS A VIOLATION OF THE NEW YORK z'° MINIMUM CAPACITY OF 15 TONS (WORKING LOAD) 1 -f T -- OF GRADE BEAM OR PILE CAP. EDUCATION LAW SECTION 7209.2 FOR ANY �� 6. HELICAL PILES SHALL BE INSTALLED AS SHOWN ON THE ENGINEER'S PLAN. G. TORQUE READING FOR THE LAST THREE FEET OF INSTALLATION IF PERSON,UNLESS HE IS ACTING UNDER THE �, 6"X 6"X 1/2" I. CAP PLATE ALL CHANGES IN PILE LOCATION MUST BE APPROVED BY THE DESIGN ENGINEER. DIRECTION OF A LICENSED PROFESSIONAL PRACTICAL. IN LIEU OF THIS REQUIREMENT, THE TERMINAL ._ Z ENGINEER,ARCHITECT OR LAND SURVEYOR,TO 41 7. 1F 7. IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING TORQUE SHALL BE RECORDED AS A MINIMUM. ALTER THIS DOCUMENT IN ANY WAY.IF 1 INSTALLATION, THE CONTRACTOR SHALL HAV1 E THE OPTION OF ALTERED,THE ALTERING PERSON SHALL H. ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION. COMPLY WITH THE REQUIREMENTS OF NEW REMOVING THE OBSTRUCTION, IF POSSIBLE, OR RELOCATING THE PILE, 10. THE INSTALLER'S N.Y.S. LICENSED PROFESSIONAL ENGINEER MUST YORK EDUCATION LAW 7209.2". WITH THE DESIGN ENGINEER'S APPROVAL. THE LATTER OPTION MAY CERTIFY THE PILE INSTALLATION RECORD. A DETAIL DETAIL DETAIL _ , 1/2" = , „ 3 REQUIRE THE RELOCATION OF ADJACENT PILES. Scale: 1/2 - 1-o Scale: 1-0 Scale: 1/2" = 1'-0" 39'-9" y 21'-6" 17'-2" yy EXIST.SPOT EL. +6.0' ! (EXIST.SPOT EL. +5.1' ARCHITECT'S SEAL: - + 1 Z +-L + —I• . �RE.D Aqc }.—.I- #1 I I #2 I I #3 ±.—'- Lu -I-- #4 I �e NAK FA</�o�jN� I I I STUB UP CONC TO � I I-12"X 12"CONC.TIE I I SUPPORT BREAKAWAY o I I * , . I>0,:l. *t BEAM W/4-#5 CONT. I I WALL(ONLY) o BETWEEN PILE CAPS I I o (TYP @ 2) o I 0203•,• �pQ' 12'-0"I BELOW GRADE1l* 010N--,.. o tIlt 12"X 12"CONC.PIER #5 ( I LL I I �. VERTICAL REBAR EBAR - > (J-L �� NEW 8'-0"X 2'-0"X 1'-6" ,. I PILE CAPS,TYP.6.REFER @ 8"O.C.HORIZONTA - WI I PILE B I a' I �• PILE: 2'-0" o HELICAL PILE :ELOW hi, I I PILE B I FRANK FAL(NO o I I TO DETAIL 2/A-1. 1 �" qI—� . .. A HP 1 ‘__ -- #6 I N N •- -E'+ #8 –1 r• w I R M 1 zo I —� 2'O X 2'-0"X1-6" o I I m I I � ADD(2)NEW 5 TON I I TYPICAL FTG.SIZE I PILE A I M C PILE A I PILES. REFER TO / .\ I / I PILE A I H 1-1—111 DETAIL 2/A-1 / / i / Li— /A 1 - I GRAVEL / o H-P f I kr . I I / ,c,r / / /M o H o / I GRAVEL i i "' o — A T o I I , - GRAVEL7 I I r-H >- I `. E I / / I w 1 PILE B --N--[— / „.� C 1 PILE B I I / 1 PILE B 1 > I I M I _ o I 1 = .� I NOTE: FRANK FALINO T ”' 1 M _ _ _ STEEL REINFORCING TO ARCHITECT, PLLC HP L HP J HP. L _— _ -- -'�–I--- #12 12"x12" • Hg I -`+ #10 I --_- - #11 _-- ___-—— -"-_ , I o CONC.PIER , FOLLOW DETL'S. DESIGN &CONSTRUCTION rINEUPW/BMABOVE - r �1 Iw II16 Harbor Road \ 4 M I I Q I PILE A I Port Washington, NY 11050 PILEA I 8'_10" I 3'-11" = I PILE I < I( 1/4. I Tel. 631-375 5511 �'I 1 I 0 ` i—� NEW 8'o"X2'0"X1'6" Li T I — ' PILE CAP / EXISTING 10 TON PILE LL FALINO@OPTONLINE.NET ;r, r— 16"X 8"FTG. ( o CAST I 'LAC' 7"?. I I I = ADD 5 TON PILEADD 5 TON PILE o CONCRETE STEPS STAIR 8"P.C.WALL o _ a • • CLIENT INFO: I PLATFOII E I _8'-8" 12'-10" `D I 1T-2" w ` • _ - _ - a o ea" Osborne-Grella Residence r-� I k 1 N • y . . �. ° a e. •" ° LI I-I • • First reet I I • 1 I1 I I ± •1 a \ New OSuffo Suffolk, New York � i HP EXIST. POT EL. +5.. EP HP P I J. e) / GRADE BEAM 4" 1 . , , , I #13,-.• _ --- - #111- #15 _� #16 Ila --� —La—J- IL LSA J—�- A- L TYPICAL 1"INSUL.TO STUB UP CONC TO SUPPORT —�� 1 !=111 111111=1 I=! L 1► Co ►� 1 I; I_i! Ili 11=1 I_; PROJECT TITLE: SEPARATE SEPTIC FND. BREAKAWAY WALL(ONLY) 1 1 1 1 ,,, 1 1 =�'' OSBORNE-GRELLA RESIDENCE I------- -- ----L FROM COL.'S i-_r=7 1NP�2) B B Nt �' �' �' ii HP _ _ _ _ _ _ _ HP PROJECT DESCRIPTION: 40" I 4 I #17 �. (. #18I L+J 1 l' 3'0° I 3'-0" 1, I ADDITION A-� •' /8,/ 10'-3" 1 CL PHASE: / 4 r J E '�.SPOT - - -•.� NEW SEPTIC SYSTEM I E . +5.3' 8'-0" CONSTRUCTION DOCUMENT aINING WALL FOOTING(STRUAPPROCTURAL CHECKED BY: ISSUE DATE: FF 07/2012 T.W.el.+8.2' DESIGN BY OTHERS)-\ -i lTRUCTURAL r--, DETAIL AT A, 5, 7, 8, 9, 11, 12, B PILE CAPS 4 FOUNDATION FALL DETAIL DRAWN BY: CURRENT DATE: DESIGN BY L__- -_ r "-'L__f —— Scale: 1/2" t-o Scale: l/2 = 1 -o /��� ✓ TMD 8/3/15 OTHERS) -1 y �J DRAWING TITLE: LIII :C°'\°o �,1©�� FND. PLANS & DETAILS II = .. °- , ® " 1 pp�P�s o,'`�— FENCEEXIST.COL'SEXISTING PIERS COULD NOT BEN6O ' OF P'?? SHEET NO: V.I.F.ANGLE OF FND.WALL TO BE PARALLEL TO PROP.LINE 42'-3" PRESERVED(UNDERMINED BY SEPTIC 0 _____ ________________________________� WALL CONSTRUCTION).NEW CONCRET 2 •IE'S To BE FORMED ALONG THE WALL. 0, FOUNDATION PLAN 5 A... 1 Scale: 1/4"= 1'-0" 1I 39'-9" FILE LOCATION: 12'-10" 2'-0" 6'-0" 17'-2" 4 /f // // NEW ANGLED BAY 1'10" 2'-6" 2'-6" 7'-10" 10'-0"CL TO OUTSIDE 9'-0" Alk Am.12_2'' _ T 3" 8 9'1" © 316 22 �k 0 � � .b e o 21 20 �_ 19 1—i— � c<' ' , 1'-6" 3'-4" q, 3.-4" 1-2111 9„ REVISIONS: a � 1 EXT.WALLS: a /,� o sr' / �_ E H SO REMAW NO. DATE DESCRIPTION • 2X6 DBL PLATE .T • ICL. �© / ►;/�. . MASTCR — 1 4/27/15 REVISION BEDROOM 2xs STUDS _ _ WINDOW SEAT, I29 "' `" "' RELOCATED "' `� BEDROOM FIREPLACE 42"X26" M 6/08/15 REVISE MASTER INLINE WITH---I------- CL. BATHROOM — • — _ - �� NO NEW FLOOR BEDROOM AND BATH �I q c5 / / AREA. q = PARTITION ABOVE _ ' O 10 Y F 1 STER- /EXISTING �I = /3� 6/16/15 REVISION ~ N B H SKYLIGHT - O X �- _ o — • - • - X O + EXIST' L I '•0'�i ■ �� N/ 2X8 FJ @ 16 O.C. v 8 , x Y I - w o - – – – \ 8/3/15 CURRENT AMENDMENT • / Cy---- IN LINE WITH DOUBLE EXIST FJ FOR NEW — O - �„ (ABOVE)TO . ,Lucc I' "PARTITION WINDOWSEAT(ABOVE)TYP. -I 6' I I MEDICIN 4 XREMAIN? +� • FIN.FL. el. = +23.6 DRAWINGS in NEW POST DOUBLE M _ CAB. N A w 0 ABOVE 7-- M o0 FJ BELOW. ZI [� DBL EXIST.FJ ,. - __ �, © � ` O ,,,:d -�— ' EXPAND SKYLIGHT WE, 2x6 RR @ 16"O.C. N _ / - - -- CD • — -ll P -c_ci 1 all , a 2x6 CJ 16"O.C. �, EXST.STL COL. _IC 2X8 FJ @ 16"O.C. d (2)1-3/4"X:7-1/4"LVL _, \ /4), 1 2x6 RR @16"O.C. ►•. �� 2X8 FJ @ 16"O.C. �;; �'� © " \ ' °. 0 ® ICL. w / i �' ISSUED TO: , CI 0 0 b- 4 2 EXISTING <9=BALCONY - \ ��� XIST A • ►�I EXISTG 04/04/13 MTG. WITH NEW SUFFOLK VII EXI TING7. , BALCONY 05/01/13 MTG. WITH REILLY �, " (ABOVE) • 0"I.D. SKYLIGHT EXISTG COL.TO REMAIN o 05/13 OWNER FOR REVIEW ori__. N 23 _ :9-±: J \ 07/03/13 FILING SET y BEDROOM •LD TABLE X REMOVE EXIST.(2)2X8 = _ '•11 __N- 11/12/13 FILING SET 2x6 RR 16"O.C, - o N 5 X N o PLAYROOM • N M / @ o L NDRY 1 UPSET HDR X �- - -o " BATHR��OM `' DISCLAIMER: = v ` ' q Mwim co N REPLACE E W/D N . +� / ( Q M x . OS. o © 1 +� Q N I•r FIN.FL. el. _ +14.3 ,� _ DRAWINGS ARE THE PROPERTY OF FRANK wooD PosT LAUNDP,f -- 1 �� F �._ "' I 11'-0"SOFFIT FALINO,ARCHITECT,PLLC.AND SHALL NOT BE ' EXST.STL COLk41:00/ \?' ' �/I f 13'-4" cn REPRODUCED WITHOUT THE PERMISSION OF M _ © KIDS ROOM s •• 30"X33" R MOVE NO-LOAD I -- �c � M CLEAR MIN. �, ! 30 X33 - -- �' ►� I _— FRANK FALINO,ARCHITECT,PLLC 1 ii "WARNING:IT IS A VIOLATION OF THE NEW YORI' CL /—BEARING WALL. 3_p O �; ' CLEAR MIN. 4� EXIST.WD REMOVE EXISTING COLUMN I I I EDUCATION LAW SECTION 7209.2 FOR ANY 1] ® EX.COL. EXISTG COL. i I �, _ ►� eizo • LIFT TO REMAIN - - -�- - J N = III'' _ a, „ - - O � DBL 2X8 � N � �� i © I PERSON,UNLESS HE IS ACTING UNDER THE POST �_-_ _ �1• w "HALL ■4'0"SMALL OPNG 1 / 2x6CJ@16"O.C. © to BEAM ENGEER,ARCHITECT OR LAND SURVEYOR,TO ' ' / M x' " ' v•/ ���� ; NEW _ ALTER THIS DOCUMENT IN ANY WAY.IF ' U `, o0 \ 7, NG PERSON SHALL ALTERED,THE ALTERING/ COMPLY WITH THE REQUIREMENTS OF NEW I POST FRO _ •= I� O M J o l ABOVE 7 L T YORK EDUCATION LAW 7209.2". N NEW EXTERIOR—`I„ MECHANICAL „ UP 7R@ M w © / X EX.SKYLIGHT 7. / SD , Gi ±3'3" / \ ll, >-I 17 WALLS 2X6 @ I o ns°H EA. ! o STL BMJ N FRAME IN O l • _ 12 DN 7R @ • I C9 - I CL, \;i p . ENDS HERE �� a 7.718"H EA. Z = — 0 16"O.C.(TYP) I i, �- o FLOOR UP I w Z 5'TYPE'X' +� ► w '"�' �'� _ ��� 7- II"L ,_ NEW C _ FIRECODE GYP, M N Q�j I N © �n �,� CARRYON O° 1 KITCHEN IN Z� ±3'2" �� ANEW HDR 1 BD.AT WALLS i v '. 7.5" EA. ±3�-2„ o HANG FROM • i I �5y EXPAND DN 7R @ � \ ►7 CA-3} AND CEILING [ O DOOR HDR A-3 , SKYLIGHT WELL ,) 7.5H EA.• 0 M \ POST RIDGE r- �, ARCHITECT'S SEAL: •L____ T •_ = }�/ (2)2X6 ( '._ ._ J!4 - 2 . , . 2)1314" 11-7/8"LVL HDA. ;I - --_-t _—___ - _-_- -___=__ �� \ / - \ / �, L ■ ■ .--- ...-..._41-_,• o : �� u 5 m --, r 0 4 NEV111212X.2 HDR. EXISTING O O O /NEW 2 X s R.R. '( EDA C I 13 14 14 24 N W 2 6 R.R. a ER R T 30 �- OPENING . v . 16"O.C. /T la 16"O.0 ' ��� STAINLESS STEEL �5 NK FA 'S/ - O - UP RAILING AS -/ 4'-9" / 6'-1' 4'-0" ,,-0" 6'-1" 5 . 3'-3" ® 36"'F "������� - SHELVES w� SPP <�,�,o T� (3)1-314' X 11-7/8"LVL ABOVE EN.R DOOR&WINDOWS PER NYS � �� NE 2 X 6 E7S►G!a� ' 16 `r Q' • \ . �A 1 • 3.3 f O o RESIDENTIAL ROOF _ .�i ROOF BLDG.CODE OVERHANG �� O NEW GIRDER A.2 f- ,)2x8- ‘ avr ' 'i'� , OVERHANG L �— ` — \ T ,r 2 2'1" 1'10' L `O 25 1'8 A-3 27 `� r�% X2033 *" A-3 / 28'5" 11'3" I CONSTRUCT GABLE IN LIEU -,._` 6 \ / 4X4 POST 0SECON VERIFY EQUAL OF HIP OVER KITCHEN. 5 I Scale: 1/4" = 1'-O" SPACING \ / NOTE: FRANK FALINO 1 PROVIDE RESIDENTIAL AUTOMATIC FIRE SPRINKLER WINDOW SCHEDULE 1 _ I 1 1 I SYSTEM THROUGHOUT A 1 FIRST FLOOR PLAN ACCORDING TO SECTION 903 OF THE 2010 RCNYS & NFPA 13D SYMBOL MFR MODEL R 1----1Scale: 1/4" - '-e" G' - [ O ANDERSEN 400 SERIES 1'-5 1/2"X 1'-5 1/2"-5 FIX H 7 J 1 DOOR SCHEDULE O ANDERSEN 400 SERIES 2'-0"X 2'-0"-4 FIX I GROUND FLOOR _ SECOND FLOOR o GARAGE O ANDERSEN 400 SERIES A21 -3 FIX T THERMATRUE PROFILE O ANDERSEN 400 SERIES EGRESS CASEMENT CW145 3'0"X 6'8" RH R LIVING ROOM 5'-8"X s'-8" SLIDER GLASS ANDERSEN DOUBLE BORE STEEL DOOR E C • oLL' (73) ENTRY WITH SIDE LITE 3'0"X 7'0" LH WOOD DOUBLE BORE 0 PANTRY CLOSET 5'-0"X 6'-8" TWIN W/BULLET CATCHES O ANDERSEN 400 SERIES EGRESS CASEMENT CW145 SLOPE 1's"X 7'0" FRANK FALINO T O LIFT DOOR 3'-0"X 3'-0" LH SINGLE BORE O COAT CLOSET 2'-0"X 6'-8" RH W/BULLET CATCHES O ANDERSEN 400 SERIES 1'-0"X 3'-3" FIX ARCHITECT, PLLC ----=7 DESIGN & CONSTRUCTION EXISTING j OH DOOR 9'-0"X 7'-0" OH AUTO OPENER 0 ENTRY 3'-0"X 6'-8" RH DOUBLE BORE O ANDERSEN 400 SERIES CXW145 + P3045 + CXW145 SKYLIGHT1 0 ANDERSEN 400 SERIES CXW145 + P3045 + CXW145 16 Harbor Road 1— ---I 0 OH DOOR 9.-0"X 7.-0" OH AUTO OPENER Co BATHROOM 2'-6"X6'-8" RH SINGLE BORE Port Washington, NY 11050 FIRST FLOOR Co BEDROOM 2'-6"X 6'-8" RH SINGLE BORE O ANDERSEN 400 SERIES CXW245 Tel. 631-375-5511 © ENTRY BACK STEPS 3'-0"X 6'-8" LH THERMATRUE PROFILE © 10 ANDERSEN 400 SERIES EGRESS CASEMENT CW145 DOUBLE BORE STEEL DOOR MASTER BEDROOM 2'-6"X 6'-8" LH SINGLE BORE FALINO@OPTONLINE.NET EXISTING SOLAR PANELS 1 O ENTRY 4-9/16" 3'-0"X7'-0" RH DOUBLE BORE ® MASTER BEDROOM CL. 2'-8"X6'-8" RH W/BULLET CATCHES 11 ANDERSEN 400 SERIES EGRESS CASEMENT CW145 CLIENT INFO: 0 CLOSET 2'-0"X T-0" TWIN BULLET CATCHES 0 MASTER BEDROOM CL. 2'-8"X 6'-8" LH W/BULLET CATCHES 12 ANDERSEN 400 SERIES EGRESS CASEMENT CW145 Osborne-Grella Residence — O BATHROOM 2'-0"X 7'-0" RH SINGLE BORE p A 5 •• B: H 2'-."X.'-:" L 13 ANDERSEN 400 SERIES EGRESS CASEMENT CW145 3 1200 First Street 0 LAUNDRY 3'-0"X 7'-0" TWIN BULLET CATCHES © LAUDRY CLOSET 2'-8"X 6'-8" LH W/BULLET CATCHES ANDERSEN 400 SERIES 2'-0"X 3'-5" FIXED OVER A21 5 - New Suffolk, New York 0 BEDROOM 2'-6"X 7.-0" RH SINGLE BORE OP HOLD 1'- /� CI ANDERSEN 400 SERIES 2'-0"X 3'-5" FIXED OVER A21-5 — _1 0 BEDROOM 2'-6"X 7'-0" RH SINGLE BORE HOLD CD ANDERSEN 400 SERIES 2'-0"X 3'-5" FIXED OVER A21-5 PROJECT TITLE: I OSBORNE-GRELLA RESIDENCE © POWDER ROOM 2'-0"X 7'-0" LH SINGLE BORE ® HOLD 15 ANDERSEN 400 SERIES 1'-0"X 3' 3" FIX PROJECT DESCRIPTION: I_ � 0 POWDER ROOM 2'-0"X 7'-0" RH DOUBLE BORE ANDERSEN 400 SERIES CW13 ADDITION O CLOSET 2'-0"X 7-0" RH BALL CATCH 060 ANDERSEN 400 SERIES CX13 + P3530+ CX13 PHASE: YO CLOSET 2'4'X 7'0" LH SINGLE BORE 0 ANDERSEN 400 SERIES 9'-0"X 5'-0"X 21" BOX BAY W/P5035 + CW135 CONSTRUCTION DOCUMENT EXISTING SOLAR PANELS 1'-4"X 7'-0" RH SINGLE BORE 1 SLOPE > co SINGLE BORE STEEL DOOR NOTES: 19 ANDERSEN 400 SERIES CXW245 CHECKED BY: ISSUE DATE: I EXISTING MER- 3/4 HR FIRE RATED 2'-6"X 7'-0" RH 3/4 HOUR FIRE RATED DOOR CASINGS:1X4 TRIM FF 07/2012 SKYLIGHT I I Go HOLD FLOOR BASE:1X6 TRIM 20 ANDERSEN 400 SERIES CXW14 DRAWN BY: CURRENT DATE: 0 CD ANDERSEN 400 SERIES CXW14 TMD 8/3/15 HALL 3'0"X 7'0" TWIN BALL CATCH SLOPE ® . ANDERSEN 400 SERIES CXW14 5 NEW WINDOW DRAWING TITLE: FLOOR PLANS LINEN CLOSET 1'X 7'0" RH BULLET w 22 ANDERSEN 400 SERIES CW13 EXISTING SOLAR PANELS o `o 28 ANDERSEN 400 SERIES 1'-0"X 3'-5" FIX ® ANDERSEN 400 SERIES CXW145-2 ROOF PLAN l SLOPE SLOPE 29 ANDERSEN 400 SERIES 1'-0"X 3'-5" FIX cp ANDERSEN 400 SERIES CW145 ©NEW WINDOW /b' " SHEET NO: 1 30 ANDERSEN 400 SERIES CW145 25 ANDERSEN 400 SERIES CW13ECa4~ • - A OM 2 , 1 31 ANDERSEN 400 SERIES CW145 26 ANDERSEN 400 SERIES CW145 r\' .u6' p.n.s 1 0 " �� ROOF PLAN NOTES: ALL WINDOWS ARE TO BE ANDERSEN LOW E STORMWATCH WINDOWS. 10 ANDERSEN 400 SERIES ACRD20 ZOUING dOp,RD Scale: 1/4" = 1'-0" W W W MII NV NV III IIII W W III III gill/III MI I MI MIMI,III WWII/NV 411/1111/NW MIVIII NV III IIIIVIII II,III VP MII NV MI IIII IV 1 , FILE LOCATION: 1 REVISIONS: NO. DATE DESCRIPTION A 4/27/15 REVISION A 8/3/15 CURRENT AMENDMENT DRAWINGS ISSUED TO: 04/04/13 MTG. WITH NEW SUFFOLK H 4 05/01/13 MTG. WITH REILLY 39 9 O 05/13 OWNER FOR REVIEW BREAKAWAY PERIMETER 07/03/13 FILING SET WALLS-SEE SHEET 11/12/13 FILING SET 21'-6" 1T-6" � REMOVE WALL DISCLAIMER: EXIST.SPOT EL. +6. ' i I IST.SPOT EL. +5.1' DRAWINGS ARE THE PROPERTY OF FRANK J IT— (2)2x1 0-- —0 �2)2x1 , — In 111(2)2x1-211- 17 —➢ I FALINO,ARCHITECT,PLLC.AND SHALL NOT BE �� �_ _�-____ LLQ' __ REPRODUCED WITHOUT THE PERMISSION OF NEW 2x12 F.J.@ 16"O.C. (2)2x12 d FRANK FALINO,ARCHITECT,PLLC El- l NEW 2x12 F.J.@ 16"O.C. o ‹ L _ "WARNING:IT IS A VIOLATION OF THE NEW YORK NEW 2x12 F.J.@ 16"O.C. o POST FROM ABOVE I -I EDUCATION LAW SECTION 7209.2 FOR ANY �_ �J I I / a �_ Q I O PERSON,UNLESS HE IS ACTING UNDER THE z ti _ DIRECTION OF A LICENSED PROFESSIONAL _ I o X ENGINEER,ARCHITECT OR LAND SURVEYOR,TO o I • •c ALTER THIS DOCUMENT IN ANY WAY.IF REMOVE EXISTING o o ¢ Q o PLANTER: X PROVIDER 30 INSULATION AND L _I ALTERED,THE ALTERING PERSON SHALL °� u- MOISTURE BARRIER AT NEW FIRST `� I COMPLY WITH THE REQUIREMENTS OF NEW , \ PATCH ROADWAY TC FLOOR JOIST STRUCTURE ABOVE w YORK EDUCATION LAW 7209.2". MEET LOCAL,COUNTY, v X x AND STATE 0 • )` � I I \ r, . / �' SPECIFICATIONS DBL FJ /// I � � AS REQUIRED / , O.H.GARAGE DOORS POST ABOVE NEW 12 X 12 PIER POST FROM ABOVE L -� (TYP.) E ABOVE: I -.„.—.—._U ATTACHED TO BREAKAWAY _._,-aFRAMING(TYP.@ 2) o ,.. EXTERIOR GRADE(3/HR.)FIRECODE ��— L — — — — Li., GWB'DENSGLASS'WITH CEMENT w — — II / STUCCO,OR EXTERIOR PLASTER,FINISH m o POST FROM A4VEL 1 -1 0I,: 1 / N Z — ARCHITECT'S SEAL: � / CPARKING ON a o .GRAVEL o ,RED AR "' :r, o 7 N ._ o , `5� PNK FAG C4,T M D o ¢ o GRAVEL ,_ �C? �P ,-,,z, 4,,, 00 �, ; _ ,r, NEW(3)1 3/4"X 11-7/8" LVL HDR. X-1 EXISTING MILTI TIERED DECK * I�,• '- - w > POST FROMAB VETO BE REMOVED FOR - ,31: s30"CLEAR INSTALLATION OF DRAINAGE• `'(2)5114"X11718" L' LIFT LOCATE UNDER POST RINGS.NEW PAVERS SET ON • : ' •w -� 1a' �2�3 `� PARALLAM(WOLMANIZED) FROM ABOVE y —I EXISTING GRADE EL.5.2 0 / �/� fAI el. _ +5.2' POST FROM ABOVE 5 0 _ z NEW FLOOD VENT INSTALLED AS PER LU �� A 1 0 3',11" - CODE AND MANUFACTURERS o �P GRADE el. _ +5.2' 5 3 / o `' o REQUIREMENTS,INCLUDING MAXIMUM o on FRANK FALINO >- w L ALL WALLS TO BE \-_ o CLEARANCE ABOVE EXTERIOR GRADE CO n w 0 o BREAKAWAY _ AND SQUARE FOOT OF OPERABLE a -1" ' •� X J DN 6R @ 8" -I EA. 11 -' -,- u? AREA.(TYP @ 3) 0 X' o• A 3'-2" 4 - w L • N• C - o z R 2 ST FLOOR RAILING AS - v� NEW 2x12 F.J.@ 16"O.C. N a — _ — \ PER NYS - Al o - C y 2X8 FJ RESIDENTIAL ; X ff INSULATED WALLS AT ENTRY a - �i a BLDG.CODE— ,� N1 H OF 7R 7.�'H I --2I I I ,� _ VESTIBULE (2)2x12 w • I 0 M• M �� (3)2X12 _ EXIST. N 5' ` SPOT EL. "' CANTILEVEF BEAM FOR LANDING `v o (3)1-3/4"X7-1/4" STAGGERED A-3 � � CLERESTORY I I _ - 3'-3" o LVL HDR ii' +5.2 FIXED LITE 40 i'r^2 __ 1 ". 1-1/4"PARA,_AMI ,i''WLMA_NIZED _•NT N i ��•` P01 FRIM 'OV' T -H' ,�rr i 0 ALTERNATE WOOD STAIR TO N _ I I (2)2x12 �,� - r:\ I I O I I I-F\ FT \L DECK PLATFORM AND LOWER '2R @ 6"HEA 1 g • STANOT ATTACHED TO IR BUILT LY C 3'-3-1/2"R.O. STONE STEPS LOCATION OF PROPOSED T MECHANICAL r r=, MOUNT ELECTRIC I A/C CONDENSER A ' STRUCTURE FRANK FALINO _- 3,2„ SERVI E TO EXISTING- 3'11" r J 1-1 LLARCHITECT, PLLC r=, TONE COLUMN i , , OVERHANG ABOVE_ i _L 1 II POST FROM ) Ar= L. STAIR DESIGN & CONSTRUCTION \ 1ST FLOOR ABOVE T ��� (2)2X12 FJ 2 / (3)2 X 12 ACQ.GIRDER ' �/ LANDING � ✓ 16 Harbor Road �� \ _ Port Washington, NY 11050 3'-9" .o I el. _ +8.2' A-3Fr- - / 7 Tel. 631-375-5511 o (2)2X12 STAINLESS STEEL HU212 HANGERS(TYP.@ EA.F.J.TO RAISED SEP IC - , FALINO@OPTONLINE.NET HDR GIRDER CONNECTION) GUARDRAIL PER CODE 12"RETAINING WALL DESIGN BY 011HERS� / 1 \1 @ 5-1/4"X11-7/8"PARALLAM EXISTING JACUZZI T.W.el.+8.2' 1 (� TO BE REMOVED ' (WOLMANIZED) (STRUCTURAL - CLIENT INFO: DES GN BY OTHERS) I -- GUARDRAIL PER CODE I I I IOsborne-Grella Residence r=, CANTILEVER PERIMETER BEAM(3) -- _ — _ CONCRETE moi. r 3'-11" 3-1/2"X11-1/2"IN FOREGROUND EXISTING FENCE TO REMAIN I I I �� L_ ( L J1 I 1200 First Street r=, GROUND 1-----1 , r—'� - 0 New Suffolk, New York I--I L—. \-- EXISTING FENCE TO REMAIN PROJECT TITLE: (2) STAIR DETAIL OSBORNE-GRELLA RESIDENCE Scale: 1/4" = 1'-0" PROJECT DESCRIPTION: ADDITION GROUND FLOOR PLAN PHASE: Ci Scale: 1/4" = V-0" CONSTRUCTION DOCUMENT CHECKED BY: ISSUE DATE: FF 07/2012 ' DRAWN BY: CURRENT DATE: TMD 8/3/15 DRAWING TITLE: t'P'&'2"2.3 GROUND FLOOR PLAN RECEIVED SHEET NO: AUG 12 2015 ZONING BOARD OF APPEALS A MEI 2 II FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION A\ 4/27/15 REVISION A 8/3/15 CURRENT AMENDMENT DRAWINGS ISSUED TO: 04/04/13 MTG. WITH NEW SUFFOLK 05/01/13 MTG. WITH REILLY 05/13 OWNER FOR REVIEW 07/03/13 FILING SET 11/12/13 FILING SET DISCLAIMER: DRAWINGS ARE THE PROPERTY OF FRANK FALINO,ARCHITECT,PLLC.AND SHALL NOT BE REPRODUCED WITHOUT THE PERMISSION OF FRANK FALINO,ARCHITECT,PLLC "WARNING:IT IS A VIOLATION OF THE NEW YORY EDUCATION LAW SECTION 7209.2 FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,ARCHITECT OR LAND SURVEYOR,TO ALTER THIS DOCUMENT IN ANY WAY.IF ALTERED,THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW0 LA'GE XIST NG YORK EDUCATION LAW 7209.2". • ��� Y ENLARGE EXISTING © EXISTING ROOF FRAMINGI%ok SKYLIGHT WELL. SKYLIGHT WELL. EXISTING SKYLIGHT j —C71:11@1e1a 122:MAIMIIIIIMi..._ NEW GABLE FRAMING APPROX• .6" EXISTING SKYL ' kitists/ooFRPF���s EXISTING ATTIC FRAMING FX/SriNGRooF ;�� ABOVE PROPOSED HIP ROOFAND EXISTING ATTIC FRAMINGEXIST'G R.R. 4 2'-6"±BELOW EXISTING RIDGE. �NGF RqF I NO CHANGEREPLACE EXISTING �S( \ EXTEND WALL UP TC RR TERS _ WINDOWS IN ia' BEDROOM ARCHITECT'S SEAL: i EXISTING CEILIN�JOISTS _ EXISTING CEILING JOTS \ ® 31 .5- - -� � �� - _ _ REMOVE EXISTING CJ REMOVE EXISTING CJ REPLACE EXISTING HEADER - _ �\��E NKDF'4'?N EXISTING WALLS EXISTING WALLS I\--EXISTING COLUMN Q� <<� A /l'p/t<`� EXISTING— EXISTING WALL o LIFT KITCHEN WALL STAIR HALL BATHROOM MASTER BEDROOM " ` `� FRAMING = °° * , ! KIDS ROOM EXISTING WALLS • I • • • - *Ze :4..9'.," .9- 2 ST FLOOR _ - # i _ ((��' - - +23 " EXISTING FLOOR JOISTS sc y _ 2X8 FJ EXISTING FLOOR JOISTS - SLI - 5 AM \ - •� o EXISTING GIRDER 1/2"CDX EXISTING M EXISTING GIRDER ♦♦ NEW HDR4EXISTING GIRDER FRANK FALINO •����• 2X12 RR @ 16"O.C. MECHANICAL ROOM :❖•��� —EXISTING COLUMN BATHROOM HALL FLOOR ♦ EXIST'G DECK TO RELOCATED JOISTS 2X6@16"O.C. , `` REMAIN BATHROOM A zy. LIFT z9 PROPOSED PLAYROOM z9 R FIRST FLOOR REFER TO BATHROOM (3)3-1/2"X 11-1/4"PARALLAM X 20 ELEVATION SHEETS C (2)3-112"X11-718"PARALLAM —NEW WALL �•�r _ FOR FURTHER DETAIL —NEW WALL (WOLMANIZED)CONTINUOUS,CANTILEVER -TYP. H CONSTRUCTION ��•�vi N CONSTRUCTION BEAM FOR STAIR PLATFORM. r i 1ST FLOOR _ _As � � , ® + � \ � 1•X71 (2)2X12 FJ �� ,� +13.2 RETAINING WALL GUARD RAIL AT TOP OF I ,I _ _ —+13.2'-45). 1`3,2� \ T - ® T.W.el.+8.2' NEW RETAINING WALL. J 7 - E _ STAINLESS STEEL j i (STRUCTURAL DESIGN VESTIBULE (2)5-1/4"X 11.7/8"PARALLAM (2)3112"X 11718"PARALLAM(WOLMANIZED) ��' ` �•• — NEW HU212 HANGERS • BY OTHERS) (WOLMANIZED) � ►•Oi HDR (TYP.@ EA.F.J.TO j L j C ��' �i•�= GIRDER EXTERIOR GRADE(4HR.)FIRECODE • i - EXTERIOR GRADE(%HR.) i FRANK FALINO T � !4� CONNECTION) I i — FIRECODE GWB'DENSGLASS' ��/ �` LIFT GWB'DENSGLASS'WITH CEMENT — i ARCHITECT, PLLC �� o i _\ WITH CEMENT STUCCO,OR 2 X 4 CEDAR BREAKAWAY _ STUCCO,OR EXTERIOR PLASTER, STUDS OR LATTICE DESIGN & CONSTRUCTION \v v 1 �v VESTIBULE � FINISH G I I 1 '� �� I �� I I • i EXTERIOR PLASTER,FINISH � i , III 111 N \ o i i 16 Harbor Road CONCRETE PROPOSED GRAVEL ' PROPOSED ' PROPOSED �I i RAISED SEPTIC �cil STAIR PLATFORM i EXISTING GRADE Port Washington, NY 11050 . WET STORAGE" i I I PARKING PARKING i Tel 631-375-5511 DESIGN BY OTHERS 5.2- _ 1,0 �®D ,� • I \ I I 1 I I L 1 L \ I y l', • 1 1 , 12"X 12"TIE I 1 �_ 1 1/ 1 � FALINO@OPTONLINE.NET j_j 1 \ BM.BEYOND ' / P I 1 GRAVEL I I 1 il ' `:- 1 1 I '- - __ -----1 r -1,4`r—r-- ��V .1_- �T 7 r 1��L.T 1 1--L, EXISTING GRADE T EXISTING GRADE r-� J J. r-� r-1 r- L 1 __� _J L L T L i .r SEE DET. 3/A 1 CLIENT INFO: 1 1 1 1 1 I I I I I I a i I I I I; L -,i__ __ i i \ I 1 I I I I I 4 2'-0"X 2'-0"X1'-6"-f --1: L- Tr ' _/ ��. Osborne-Grella Residence 5 - - ' I. . VESTIBULE CHEECK �' COMPACTED FILL BELOW TIE BEAM TYPICAL FTG.SIZE PILE CAP APPROXIMATE SLAB ON GRAB 1. WALLS SHALL NOT TIE — SLAB ON GRADE .....e___ FOOTING _ ce .I• 1200 First Street N —jr F-- \ INTO NEW PILE CAPS AND 1F\_ 1 i IF q �p New Suffolk, New York GRADE BEAMS IT 2�-0' vv PILES &B PILES &B BEYOND. BEYOND. PROJECT TITLE: OSBORNE-GRELLA RESIDENCE OD SECTION ' CONSTRUCTION SEQUENCE: (2) SECTION PROJECT DESCRIPTION: ADDITION Scale: 1/4" = l'-0" Scale: 1/4" = 1:-0" 1. LIFT EXISTING SECOND FLOOR AND ROOF STRUCTURE PHASE: 2. DEMOLISH EXISTING FIRST FLOOR CONSTRUCTION DOCUMENT 3. CONSTRUCT FOUNDATION IN ACCORDANCE WITH FEMA REGULATIONS 4. CONSTRUCT NEW FIRST FLOOR ON NEW FOUNDATION CHECKED BY: ISSUE DATE: 5. LOWER EXISTING SECOND FLOOR ONTO NEW FIRST FLOOR FF 07/2012 DRAWN BY: CURRENT DATE: TMD 8/3/15 DRAWING TITLE: NOTE: PROVIDE RESIDENTIAL AUTOMATIC FIRE SPRINKLER 7#&?�� SECTIONS SYSTEM THROUGHOUT ACCORDING TO SECTION 903 OF THE 2010 RCNYS & NFPA 13D gZECEIVEv LUG 1.?, 205 SHEET NO: ZONING EpAR(�o APPEAL-5 ,., FILE LOCATION: Ike\ 2X12 CEDAR NAILER A EDAIAcm,. -e- REVISIONS:— — — — Itk LAGGASLTV/B3A18T" A EXISTING SOLAR PANELS STUD(TYP.) I NO. DATE DESCRIPTION . EACH SHUTTER 1/2" EXISTING SKY I A , , 2X12 CEDAR @ 16" i 4/27/15 REVISION WIDTH OF WINDOWS. LIGHTS I O.C.CURVE TOP. 6/08/15 REVISE MASTER 1 - _ BEDROOM AND BATH • --Tr - _ ___----- i- - -- ----- _ - 6/16/15 REVISION ....... _ A TRIM ANGLED BAY ---, --__ 7/20/15 ADD FPL DIRECT VENT SIDING OVER 1/2" CATHEDRAL CEILING--tilf--__ I I-- l_ 1 - A - - I Aft, 4ii _ _ _ff _ 8/3/15 CURRENT AMENDMENT B'Y CDX PLYWOOD. - _ _ ____ IMMil WINDOWS 49- --+31 .61--- 1 /‘ DRAWINGS •. I r - 2 &SI A 1 NEW------:\ i / , ,...- , , ,.. t , . ,. il : REPLACE 1 1 /1 1 1, 1 -- , 7:71 I ! I , 1 1 I , I I . I- / 1 I 1,--- . I 1 I 1 \ : 7 1 77 Pill i 1I-0"OH- 710 P . . 1, N .- , , Ffi /IF) E=„._,. , . , ,1 „_, H- ... , I @ > ,1 EXISTING 2:0 0 le ,,,, , , , , L 1 1 113 3" AI I -11 ' GRESS -7-, , , _ _, ,,EGRESS r 1 1-_=1 EGRESS> E,-, 1 CW1 6(13 P3530 ,C*X13 I C) I P5035 91/V135 , LI i cl, : --- CASEMEN --, 1 I I7--1 CASMEN- : , CAS5kIENT 1HI CEDAR 2X6 ISSUED TO: 1 1 , rh= @ 16"0.C. F , , - , ; w--- C 14 - , I 1 1 CW14' 1 "A/145 I 04/04/13 MTG. WITH NEW SUFFOLK h 1 I , I I . . , Li I .17I: 0_,---1 I I I I- 1-.1 ! , I 1 1 ' BOARD & BATTEN--7- - I , . , . I I I , I ' , : 1 - / :,1 . ,i 05/01/13 MTG. WITH REILLY 3 I ! 1 , - - _ ,, , , 1 ' I I 3'-O" 05/13 OWNER FOR REVIEW , I 1 I I I 1 I I I H --' I I 1 , . 1 , H . . , ' il 07/03/13 FILING SET SIDING—... b 1 ' 1 - 1 , • --G- —4.23.6— . , , .-- -- ---- ] 11/12/13 FILING SET • EXISTING_DECKTO REMAIN . ""•11 I - --------- 3.1111111=15 40 SHED ROOF DETAIL DISCLAIMER: DRAWINGS ARE THE PROPERTY OF FRANK OPEN FRAME STRUCTURE / Z- "N - Z N [ ,_, II , , , , ,.-,,,, — — - - - 1 , 1 0/ . , ] I 1 [ .-- . , / ---7 • • \,83,..3„ FIX SCALE 1/2" = 1I-0" FALINO,ARCHITECT,PLLC.AND SHALL NOT BE REPRODUCED WITHOUT THE PERMISSION OF / N 7 1 ! 7 ! N I 1 V 7 -- ,---- - I I---- --I H 1 1 - 'L 0 11,- _ , _ Emi FRANK FALINO,ARCHITECT,PLLC , MECHANICAL VENTS , 1 z=> c' GRESS 1- ,- , CEGRESS - 'WARNING: IT IS A VIOLATION OE THE NEW YORI < 0 > , ® 0 --H, LH] .-_: I I-1= i FOR BOILER,ETC. NEW SHED ROOF. /-0 N Z - 1 N Ve) 2 IL .1 NV g CASIVIEN- . = _ _ ____ _kii_1 I CASEMENT - - -A CW14 RE - •TO DETAIL 5/A-4 EDUCATION LAW SECTION 7209.2 FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE CW14 1 i=i= , 1 CXWV4k P3045 , CXW145 _ I CXW15;2 z r I CXW1' P3045 'XW145 1 -I ' \ \ DIRECTION OF A LICENSED PROFESSIONAL • M je<7. 1 - 1 ENGINEER,ARCHITECT OR LAND SURVEYOR,TO 1 I i. I ALTER THIS DOCUMENT IN ANY WAY.IF VERIFY LOCATION OF PROPERTY A , ., —,_______,_ i --B-- F.-Tr:silt 7 ALTERED,THE ALTERING PERSON SHALL -e- ---+1-4,3' , , _ - - -- - - - -- - ---- - - ---- - - , , LINE FENCE AND PIERS EXIST. PROPERTY LINE FENCE; pi _ 301/\ i PRESERVE IN PLACE I --, —FIT In] _T-1-F • ---1---- --- , ALIGN .....-' INI• , , 1W Mi - -- PRESERVE AS REQUIRED ____I. COMPLY INITH THE REQUIREMENTS OF NEW YORK EDUCATION LAW 7209.2". •L_____=-- , - , 2.: .,Y > Y7 / , / II KKK, --,",y' ,Y, - '1I,)I1.<>, I*I><,'1 .i <1 1 , ---= ___ ___ I -' ," ,' ,,I k>,,- \II N K‘K-'\- K- 1: \ ,>,,, ,1 n, ,, 7 , ;, . y,y,/, ' >B<V ''\ /':•11 1,: ' (,,' Kr-: ' 11' l'' '''-, 0-"'' qx-\ '7 ,<'l'/-' ' ,' -*E !I N:'-‘‘' \ ,'''''/;' l''‘''':•"''''' ' 1 ‘2‘''' '7- —1 1 1 ' ',1;, ,'''',,,'112)/111, '1 ,:\1 • I.,/-ni 7 I _ _ _ _ __ ___ _____, , . \‘,,;•'‘.: .'',I , ‘,/ .: . . ,,-,: rl ,, ,/, . ,:,,,..,1. ?,,,:,,,' :,-, 1 ,- , , , i , , , REINSTALL „, I r , ,' 1 '1 EXISTING FENCE 1 1 ' I Y /'' ‘-' I ' * I I II'‘\'I\K>K\ -‘ 1 H;// 1 ;,;///, > /111/ ><?/:I'->/-::<:‘,' , '741 -, ,://,:: ,-‘/›\1;‘ : ,',': 1 , ______ ____ _, II__ E . 1 _____ _ _g 1 i ' ' '1 •//i •,,,, • • • 1 1.- !ii i‘. 'i/i "i/`:' / 1\ . i i Hi ' !1; k• 4. L__ _ _ i i BETWEEN PIERS , ---- - - ,, - r- ---- , ---- ' /,%; V,\\/ , "1/7H I:.,,1'/11i ,\/- '" [ 7 F ----E- 1-1 (AT ORIGINAL ARCHITECTS SEAL: hvil ,/,/1/ [i(zvV\\' I ' ‘‘.-- '1 :'M : 1':; I L -- — —, , ------- ------ , , L — I I LOCATKAS, ABOVE NEW EXISTING GRADE - i 1, i li [i i ,L SEPTIC WALL). ,co:kED Aii.0 14K FA, _ 4 NOTE: -a 0 +5.2-. . c, q.cx ELEV. OF NEW PAVERS BREAKAWAY WALL EXISTING MILTI TIERED DECK TO BE REMOVED FOR -- LO.H.GARAGE DOORS ATTACHED TO--/ - - ---- - ' I-----1-1-1 I RETAINING WALL <V tt Nior Vii/0 sCr‘ 0 SET IN SAND. SEE SHEET A-5.0 INSTALLATION OF DRAINAGE RINGS. BREAKAWAY FRAMING(TYP.@ 2) ALL RAILS TO CODE T.el.+8.2' FOR DETAILS ,..A..... . „„fui /i ..,,,,,,,,,,,,, i /////////////// 'TA EAST ELEVATION WINDOWS: C1D ca e. 1/4"= l'-0" NOTE : ALL WINDOWS ARE A 0 WEST ELEVATION Scale: 1/4"= I'-O',,,, TO BE ANDERSEN LOW E 04-0,,,,,tm.,::;,____.: STORMWATCH WINDOWS , ! I 2X6 CJ BUILD OUT 111 FRANK FALINO UPPER FRIEZE 4 FOR BATTEN ii: A . , is, SIDING ,pi: R A • ] FLAT TRIM PILASTERS , A FLASH ."7. C SOLAR PANELS r- i AROUND(3)WINDOWS. WATERTABLE _1 BK IETyCoHNEDN R 0 0 F .......... i 1 it iiiii H 1 • •oWN ------------- ( @ ) —18 ••;:r. izl- 1!iviI EXIST 2X8 .111111 111 1 4imiimilitimiki Iiiii. AMAKAIlli /1\/1114111/1\Aka\4111k/h/aillik T . •,,.....R..E.,) i I IEMMIII E I 11111MIMIIMIIIIIIMMIWW1A 1 1 '10 'I. 1 11111 .1111WRIMIIIIIIM111.11.1111/3 NI. I U I 1! / / 1 1 / C I \ / Ail C135/ ‘ 71 1 1 '6435 1 ' ‘/=\ ill Alb I FLASH IA. 1 1 x1'-5' Z N , 6.4EMENI WATERTABLE ! 10 e)N,") 7-ZERO CLEARANCE 1 4 <•__ t FRANK FALINO , 1 A2 Ai 1 A21 , I CXW145-z or CW14 CW14 I CW14 CASEMEN> 1 1.::..,. ............., GRESS I elh, 1 CW13 I r' N 1 I ARCHITECT, PLLC \ N i ! . DESIGN & CONSTRUCTION Z 1 Pi i IAC WY 1 4 , -- cwir I N. ,_____ , i 11 \ x x 1 CASkMEN- iltelli 'r IJ 'I N 7 I 1 1 I i A I ' ,I Li__ 1 1 , I 16 Harbor Road CW146 I I / I - I I I . \ - I I _ 4 / / 1 \ , iSHO: ! : , i i 1 z9 i I I 1 , I I I 1 I , I Port Washington, NY 11050 'e ! I , 1 I ' I, i 1 I 1 , Tel. 631-375-5511 1 I I _ FALINO@OPTONLINE.NET I --- , 1 , ' . , t I , CONCRETE 1 i I---- - ------' / Hill' b., . - g - g ,‘ , „ , ___ N . _ ... _ _ _ CiL21E0oNTFilrNstFsOtr:eet ROOF 1111 EXTERIOR WALL DETAScaIleL: 1/ 1 - -- GCUUTRTVERDS_\-\ 11 I --- - \ <ASEMEN- OPEN - - I, rCly CASEMEN> - '--- kV CW/145 b Osborne-Grella Residence i -- - cwi _ y/ h cvvi, , 2"- 1 -0' " 7NzveN/IcNxwz1N45zi N -, ..• ---- ---- - / \ is,- - -- i --' cs, ____H, .< ] , \ .ir, ,1 '' ' 'I -- - New Suffolk, New York \ ' ' ' '''‘,,'1 ' /- 1 '‘( 1 JOINT FOR BREAKAWAY /\ li J INT FOR BREAKAWAY 7 -,, ,‘I' ,'<h/ ',,;\/: ',1; \ _WALLS AS REQUIRED 1*1\`‘,/1 '‘2: 1- 1 ';, ‘ PROJECT TITLE: / / \i,LC)..,,,,L \ -_ ALLS AS REQUIRED_Li 7_, ri un uo n p i I I fl_ 0 El_ ,7_Hfl 0 n _a_ — — • ---—-— ——---- -- I _ _ / -- --, -- _____ L Jr, _ 'DT k „ 7,, 1- ,:,- -,,. „ . 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',,,,t'' ,-- „.:.„.,,,,,-•‘-',,-„„,„ :•,..,''' 'n ,' • ‘,,, •,,,: „i.:-.:-J, •,„„ =4A,t t'tw. • l`t4t •.:i , *t,., '4,t - AA,AA ,,, ,„„,,,4,,,, ' ,-,„',-, ' . - - ' ..,r,-,---,,,, ,,: •••:. ,.•!;:.,1,, •\i I 1 DRAWINGS ARE THE PROPERTY OF FRANK in,•-;:" ..,- ,/,--• „..i.,,•--:?";--- •-,,,-° • --:',..=./i,iii„,,,,. ,/6,,,-,:*A A f 4-A. -,,,‘,,,4I6-,,!,'„,...-,,,0' „i,N,Ai;,-, -44..„N, -„,*,'.,--,4: . - --A:,,:.,...,„. ,: ;,,,,,,fl...• , -,,,,,,,,-n- 4 ii,,.•.-:,,..:,.,..:,, ,,,,,,A„ -::,- 1 1:11:1,I11.\‘'.' 4-;,,,,,,- '''''.,,,,ikAII,'.1'‘,1'.4k.1-1,4&, , ' -.- ..:-', ":_,,tt&..44-v4,-. ' ,„,,xv- -,,::;;,44,- 4.4-.r-- , -4 4., / 4s4 -.1-4-*7*A,, 1*•'4,4-4-**A" -144a,,,,,, *-5,,,,,,,,,,,„, . I II "'',`-'" ,,,,,,,Y:, '',. „--,:,,,, '„' .2f," .,-.:-,':''.,;••::;:ii, ',,,,,,,, 4.1V, 4',„,,, ,•= 1 ,,,;\*tlaTt„",‘, ,,,4,',:':*4 .‘,w,.k.,,,••' -N, -'1,1r..,,,„,:, - ., ;„;-.:',.,,:.,,• ,. ,.. 2,.:.2 m=,:,,,,,, ,,,i,,,i,,,,_,_ I i ---------_____ '''':' '''‘ ''' '" ' ''..''';'" '' _jittl,„„,,:i.:;,:,,Lki,L„AM. ,:„e..,#.3",,,as\vM,'4/#-S' ,,, • --.1ii42,,,:i-...”,- ----,.,,,, .,- .....,..,„,...1, ......., .,. , / , ' // I i F- 1 1 ' •---; '/-4--4_r_f nn,:!-H4 , anunnommumummimm I 1 111--II I - ,-,___ ; 1 LOCATION AERIAL , ,,, i LOCATION AERIAL 0 i/ FRREAPNRKODFAULCIEND0,WAIRTcHOHIUTTEcTTH,EpLPLEcRMISSION OF I "WARNING:IT IS A VIOLATION OF THE NEW YOR1 . 0 ;; i 141'3'HIGH L_____ I I I ,___,_,4__'-i-,. , , EDUCATION LAW SECTION 7209.2 FOR ANY i' --__J L._ --1 -1 i PERSON,UNLESS HE IS ACTING UNDER THE 1 EXISTING i • / ' DIRECTION OF A LICENSED PROFESSIONAL ' ,. •-... ; ssialll •-•--.. . -1 imarmsa I' JACUZZI TO I EXISTING BULKHEAD ;I(STRUCTURAL Neds-.4........................ i I TO REMAIN ENGINEER,ARCHITECT OR LAND SURVEYOR,TO i 1111--7-----_fte_i_m_pll all i I BE REMOVD I - '/ ALTER THIS DOCUMENT IN ANY WAY.IF DESIGN BY imem,,,,Illr' f L 1 i uTHERS) NEW ii-_z--____j /------___ ALTERED,THE ALTERING PERSON SHALL !. TO REMAIN ../................z.r- I COMPLY WITH THE REQUIREMENTS OF NEW ;i RELOCATED A/C CONDENSER 4- YORK EDUCATION LAW 7209.2". I i LOCATION BENEATH EXTERIOR STAIR. ---_ -- , ,I ------- I 1 B.O.CONDENSER=EL.8.1' 11 NOTE: EXISTING WATER,GAS,AND SEE GROUND FLOOR PLAN& SOUTH ELEVATION / ELECTRIC TO REMAIN.DISCONNECT / - H PRIOR TO RAISING HOUSE. / W.I.C. / RECONNECT SERVICES AFTER ..- / • FOUNDATION,FRAMING,AND r--I // 0. N :ell.\ ENCLOSURE WORK IS COMPLETE I I / ' , gill, , ARCHITECT'S SEAL: 1 Ilq 0 - tstar,421' SITE PLAN MASTER BEDROOM . UNG ROOM s (i) Scale: 1"= 10'-0" limo [11 •11 170 SF -1-/7] D 14K Fq 6', C? c\P'• 4/4, >,, CZ" • , . 'v..i .; ° 0 . _.,,,,..e_ L__ (----l• * i ,,?' • ?,t:6 0 WASHER/ 1---1 ,,• ,,, ' -,, - •itto.v, - * -i I I (P E____I ' I CLO,SET Or r DN 14 : 0 3.,,ilfrot, 14.414\ Z44.1' / I 1 EMOVE i 2.4:„..„....„...._:L. ,..../ I____I I--71f1XISTING • IIIIII7H-Prl 1 BEDROOM I L II WALLS SOLAR PLANELS , EXISTING SOLAR PLANELS REF. -11 I-L IL-+ I---I -7 KITCHEN/ I I \ DINING III--I-1 . P_ 1 1 I 11 ---I LAUNDRY II \ ROOM It 1 -I _g / REMOVE EXISTING CHIMNEY .7' ,. : 17-1 ,L.L.. 1i FRANK FALINO , I T /T1 11,22 1 ll \ \ • 4__Ti i '-[--r---f-T1 - \ \ ..,- _Fr- 1 , , , • , 1 2 . 1 1 1 1 LI \ IL_ _ _ , 1, , LI- JJ l' • , /•/1/ R in 1 _ i • • , i lag MU 1 -'I • 1 M / • I - -- -' ii-T-T- 'Ir:1- ,, i , , -I-- „--7- . . . ,L 1 1 , ,- ' • / ,A II- • . 1 ir------11 / 711 / // , /, i , 11,•::///riii,' -ill r 1 T , --r- ___, ,. F-----7 ./, i'r 1,,,, . . , . 1 /ti.,/ IL_ 4(11,_______J , , ,,/ hi / ,/ / / ,./ ,, . , ,Fr L.I / // C EXISTING SECOND FLOOR PLAN ilL, 1--,H ilii do -' ' 11 ' ,___ _ _ ___ ___. h „, ,,L .2.11_____,j, ,, , / ,/ ‘ / ,:-., E , , ,,_,_j , / „ /ill/-/IA-1,11-F,1 Irli it±j111 ;;, . : ' IF,I1-±7-,11,/'' ,/' :'''':';')1 IU, .';/I -:‘, 111111,1-IA-1,111111 , ; : IT, • 1 1 1 ( ' ,. „ „. , , „ , , EXISTING PLAN ERS TO BE REMbVED/' / ,/ / , 11 , . . , , I' H , C r ' -----.--- ------ , ,.• . , , . . , . /EXISTING PLANTERS TO BE R MOVEDLLi43_ ,-ii / IL/ : ' ' ' - HI ' 11 7ft- - I 0 -' /- - ..y./ „ FRANK FALI NO T EXISTING FOUNDATION& EXISTING FOUNDATION& EXISTING MITI TIERED DECK T FIRST FLOOR WALLS,DOORS,AND WINDOWS TO ARCHITECT, PLLC FIRST FLOOR WALLS,DOORS,AND ININDOWS TO BE REMOVED FOR INSTALLATION BE REMOVED.SHORE EXISTING GIRDERS ABOVE DESIGN & CONSTRUCTION BE REMOVED.SHORE EXISTING GIRDERS ABOVE OF DRAINAGE RINGS. - NEW DECK TO BE FLUSH WI TOP I 0 OF EXISTING BULKHEAD i ' 16 Harbor Road _ i Port Washington, NY 11050 / 1 . Tel. 631-375-5511 EXISTING SOUTH ELEVATION [ 4 FALINO@OPTONLINE.NET 7 (5-) EXISTING WEST F,LEVATION 1 r, ' / / / // -Th / / ‘• / / z , ,. , , . „ ,/ j TT / • .., / • „ ' • / , 1/ / / , 2 2 / / / .,/ / // ,/ ,, „,• / , • • ., /, // 'firif// / /, / / ,, 1 , ' / • / „ , , „ ,. . "I I , ,/ / / • / / / / ' / 0 / • .., . , , , , / I/1/ / ' ' / , , , ' I CLIENT INFO: / , , ' / , / , • , / „ / .,' 1/1 ' ' / , ' / -" ii I/ BEDROOM III BEDROOM _1 ' II 105 SF -11 ' till/ " / ' / / I / i,i 1 / Ili 111 / 88 SF / 1 4 ,/EXITING PLANTERS T9'11 1 / , i/ / r-. Osborne-Grella Residence ,. , / , / '' ' / ' BE REMOVED/ /: , / 1 I I \ L= / Ay. n- //' , . 1200 First Street _1 LIVING ROOM.' ,‘/ // ,-;,1'/ /,‘ ', L .., f-r,____. ,,__I-1, , 0 _ „ „ / _____ ___ ,' New Suffolk, New York ;' L---z•- --7-'-/---.- --1 .1/1 // /;I ICLOSET / / • ,, ‘ I // „ / / , , HALLWAY 1 ,- /' IL/ Id I I ,/ . • / 11 . . 1 ,, . , , / EXIS1ING MILTI TIERED DECk ' , ,' „ n' „ ,. . ., EXISTING SOLAR PLANELS PROJECT TITLE: ‘ / /lb BE'REMOVED'FOR ' i ' , / / / // / / / / / 1 Ar---7.,-,----7'---, -r-r-/ • , s / --11 ' _H __•7 OSBORNE-GRELLA RESIDENCE j/pj, -=-z---J/' /INgLLATION'OrDRAINAGE /. o / i Pr- NEW/DECK TO BE/ / //2 F9,-- r I 1 4-Hit,/ , • . ' / II --!-,, „ „ . / 1' 'I F , , I PROJECT DESCRIPTION: /Fo1/ ' 'IA/ASHER// k-F---111 I ' /FLUSH W/TOP pFEX1§,TING' / / / , , , I / I ___ __ _1_ ADDITION _......... Ail ,i , / DRYER/17, II, / - ==._-4,1 I / -I I ITLITIlt1 z / / ' / , , , BULKREA/D / ,/ , / . , I 1 ,I , 1 _ _ __ ___ _. , , I 1 1-1 -- -I / MECHT/STORAGE[1 ,i/r i„ KITCHEN / , /1/III/RM. 'I-1 I t,' 137 SF / .L_T_.1, I/ / , // . •‘ ' / / / /' '' ‘ / • , . , ii ,,; I 1 , -- /I I ill,- ' / -=11 IE+ I L-- ' / /' _./ /_Z_.' /'_-_ :--_. _, CONSTRUCTION DOCUMENT I I, .1, I/1/' ,‘,I,I I‘ li.1111,BOILERI :////zrzlI, 11-4--17-11111:1' / - / 11± -111 1,---7` 7-1_______,±__ , • .,,' LAUNDRY RM , \// 1 T 1 r--7- ;/-// // - / - 1 / / zj ; 'LLI''L / z -__/_,J I " II / ,: --. ,Il CL. ' ' I / - ziL ' ,L), /•/ -/ A/ • I i_pm , „ ,,, •, 1 'L '-7-7 \--I I . , I 1 ,/ , ,/ ,,, , /' / / ., // 11 CHECKED BY: ISSUE DATE: , „ , , , / 1:1-----' „77-1V--L- /7 -7'[..,,--. 1-/"-/---/ /I-- , ' .• , . / / / ' / / _j,I. , , 1, !, ,1 1! 1 , 1 1 i , FF 07/2012 ----- -,- .,----, . - ---7 IT--T1TrrifITT,Ili -- I- '..7'' , ---,,--,------ , -,--- ,, , / I / , , , / ,' ,' , / / ------- I ,,,,_ - - 1 t ' IIIF 77 , _ 1 , i ,! --ii ' 1 , / ,,/ / .,' It±__ , L_I' . ' ,/ / ./ / / ..f4iill ,/' // ,, DRAWN BY: CURRENT DATE: ' EXISTING FOUNDATION& / , ,- FIRST FLOOR WALLS,DOORS,AND WINDOWS TO ,,, ,,, ..--,, --_J A'/ „ / ,/ / / , / , / , . --7-ii I , 4 lir-T-1[ 1 ' ______ 1 ,, ,. -- ' • ----ri, / / / / 2 , ,, / , ! 77 ET h ,', ' ,/ Li___t_z I ' ,' „ I , - / TMD 8/3/15 • 41 / ,: ; , , /// , / ,/ , ILLI ,L, ,/ ,/,ILL j , / / '/r11-1 / / , ,- , ' / , , / 4 / / / 'I I 1 . r-,__2_-_‘ __ 7--1 /4 / • 44 , ,F 1 H ,i 1 ,/////' ,,,, Ili • ,111- ' 11 i IF , l '1 Li ' , , oi , tii ,. III 1 1,01L. AL_ALI,F-1 i -:--- - 1 I .:7, 17 L____I L_ A ' ,/ / / / / / , , ‘ / ,„ „ 1 r , , / ,, / / ' / ,.. .. , /II, , ji, / ' , I r _____ DRAWING TITLE: ,, \ , 11 ' . - ' 1 / „, / , .,' , il ii .. 11, . , , , . 1 1'J - -1 1 • ' / / . / =-----==REMOVE EXISTING I I 1 /' ,LExrs-riNG I- 1 - ii I I - - 'N,,_ . _ EXISTING PLANTERS TO BE REMOVED 1 EXISTING 1 1 / _ -.t / ' , , SITE PLAN, , , / LJ / ,' ./ / / / / / ,' ,/ / ' / / / , , • / ' ' • / / =AREAS TO BE REMOVED , ' REMOVED, , ,/' /I , / / A / / ' / / ' EXISTING FOUNDATION& u „/ /I , , „ I- / / / / EXISTING FOUNDATION& FIRST FLOOR WALLS,DOORS,AND VVINDOWS TO /i &I‘?23 FLOOR PLANS, & ,I___ ___:._±_.,z' _1 ' // / / / EXISTING MILTI TIERED DECK TO FIRST FLOOR WALLS,DOORS,AND 1MNDOWS TO BE REMOVED.SHORE EXISTING GIRDERS ABOVE ELEVATIONS 0 BE REMOVED FOR INSTALLATION OF DRAINAGE RINGS. BE REMOVED.SHORE EXISTING GIRDERS ABOVE RECEIVED SHEET NO: - NEW DECK TO BE FLUSH W/TOP AUG 12 2015 OF EXISTING BULKHEAD i 0 EXISTING NORTH ELEVATION EX.,.. /6 EXISTING EAST ELEVATION (REAR) 7 EXISTING FIRST FLOOR PLAN 0 = 1'-0" , , - - ' . • ZONING BOARD OF APPEALS GENERAL NOTES & SPECIFICATIONS DRAWING INDEX FILE LOCATION: A-0.0 GENERAL NOTES& PLUMBING RISER GENERAL NOTES METALS MECHANICAL A-0.1 FRAMING DETAILS, SCHEDULES - - - REVISIONS: DIVISION 1 DIVISION 5 DIVISION 15 EX1 EXISTING/DEMOLITION PLANS AND ELEVATIONS - - - - NO. DATE DESCRIPTION 1. STRUCTURAL STEEL TO BE DESIGNED BY DISC SPECIFICATION FOR DESIGN,FABRICATION,AND ERECTION. USE 70#PER SQUARE FOOT DEAD&LIVE LOADS. A-1.0 FOUNDATION & PILE DETAIL 4/27/15 REVISION 1. BIDDERS ARE REQUIRED TO VISIT THE SITE AND ACQUAINT THEMSELVES WITH EXISTING CONDITIONS AT THE SITE. PLUMBING - ----------- 1. FURNISH AND INSTALL NECESSARY WASTE AND WATER TO ACCOMMODATE FIXTURE AND FAUCET LOCATIONS AS PER A-2.0 GROUND PLAN 2. AFFIDAVITS,CERTIFICATIONS,AND/OR OTHER CREDENTIALS SHALL BE FURNISHED FOR ALL OPERATIONS AND/OR PERSONNEL REQUIRED BY CODE TO BE LICENSED, 2. ROLLED SHAPES AND PALTED SHALL CONFORM TO ASTM 572 GRADE 50 UNLESS OTHERWISE NOTED. PLANS AND CODES. CERTIFIED OR OTHERWISE QUALIFIED. 3. SHOP CONNECTIONS TO BE WELDED FIELD CONNECTION TO BE 3/4"DIAMETER ASTM A-325 TYPE N CONNECTION,U.O.N.,EXCEPT WHERE FIELD WELDED IS A-2.1 FLOOR PLANS 2. PROVIDE PROPER VENTING,TO CODE. 3. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL AND STATE BUILDING CODES AND ORDINANCES AND SHALL COMPLY WITH THE RECOMMENDATION OF THE NEW NOTED. A-3.0 SECTIONS YORK STATE BUILDING CODE MANUAL. 4. WELDING TO COMPLY WITH AWS SPECIFICATIONS. USE E70XX ELECTRODE. 3. PRESSURE/WET TEST ALL PIPING PRIOR TO INSTALLING AND INTERIOR WALL FINISH. 0 ELEVATIONS A5 4. DRAWA_4. DRAWINGS ARE THE PROPERTY OF FRANK FALINO,ARCHITECT,PLLC.AND SHALL NOT BE REPRODUCED WITH OUT THE PERMISSION OF FRANK FALINO, 4. RELOCATE GAS,WATER,SEPTIC SUPPLY,&WASTE LINES AS REQ'D BY CODE. - ELEVATIONS S 8/3/15 CURRENT AMENDMENT ARCHITECT,PLLC 5. ALL STEEL TO RECEIVE ONE COAT OF RUST INHIBITIVE PAINT(MINIMUM)APPLIED AT FACTORY. MECHANICAL A-5.0 BREAKAWAY WALL DETAILS DRAWINGS 5. "WARNING:IT ISA VIOLATION OF THE NEW YORK EDUCATION LAW SECTION 7209.2 FOR ANY PERSON.UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 6. PROVIDE 1/4"ANGLE ANCHOR WITH STUD;FIELD WELD TO ALL BEAMS RESTING ON MASONRY AND CONCRETE.UNLESS OTHERWISE NOTED ON DRAWINGS PLANS AND ELEVATIONS BATHROOM P 1. ALL HVAC EQUIPMENT AND SYSTEMS TO BE GUARANTEED FOR TWO YEARS ON ALL PARTS AND LABOR,AND FOR FIVE YEAR A-6.0 ENLARGED D_ P__ PROFESSIONAL ENGINEER,ARCHITECT OR LAND SURVEYOR,TO ALTER THIS DOCUMENT IN ANY WAY.IF ALTERED,THE ALTERING PERSON SHALL COMPLY WITH THE ON COMPRESSOR. REQUIREMENTS OF NEW YORK EDUCATION LAW 7209.2". A-7.0 ENLARGED BATHROOM PLANS AND ELEVATIONS - 7. PROVIDE 112"BEARING PLATE AT ENDS OF ALL JOIST AND BEAM RESTING ON MASONRY OR CONCRETE. PROVIDE CROSS BRIDGE PER MANUFACTURERS 2.. SEPARATE AND COMPLETE HVAC SHOP DRAWNGS,MANUFACTURERS PRINTED LITERATURE, CUTS,BROCHURES, RECOMMENDATION. A-8.O ENLARGED KITCHEN PLANS AND ELEVATIONS CATALOGUES AND PERFORMANCE TABLES TO BE SUPPLIED FOR APPROVAL AND ACCEPTANCES BY OWNER PRIOR TO JOB 6. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 8. CONNECTION TO BE ANGLE CONNECTIONS UNLESS NOTED. START. U.O.N. A-9,0 ELECTRICAL DRAWINGS 7. THE CONTRACTOR SHALL CHECK AND VERIFY DIMENSIONS ON THE DRAWINGS WITH ACTUAL MEASUREMENTS OF ALL WORK IN PLACE AT THE SITE AND BE RESPONSIBLE FOR THE CORRECTNESS OF THEM. ANY DIFFERENCE SHALL BE REPORTED IN SUFFICIENT TIME FOR CONSIDERATION HND DIRECTION. 9. BASE PLATES TO BE ANCHORED WITH(4)3/4"DIAMETER X 6"LONG ANCHOR BOLT UNLESS OTHERWISE NOTED ON DRAWINGS. 3. FILE ALL PERMITS&PAY ALL FEES AS REQUIRED. ISSUED TO: 4. PROVIDE ALL CUTTING AND PATCHING AS REQUIRED. ALL INSTALLATIONS SHALL BE WEATHERTIGHT. 04/04/13 MTG. WITH NEW SUFFOLK 10. FABRICATOR SHALL SUPPLY SHOP DRAWINGS WITH N.Y.S.LICENSED ENGINEERS SEAL INDICATING ALL DESIGN LOADS,CONNECTIONS ERECTION DETAILS. 5. PROVIDE ALL ROOF AND WALL FLASHING,CAULKING AND SEALANT. WALL TYPE D E S C RIP T I ON S 05/01/13 MTG. TH REILLY 05/13 OWNER FOR REVIEW 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ALL LINE,GRADES AND BENCH MARKS,NECESSARY FOR PROPER EXECUTION OF THE WORK CONTRACTOR SHALL BE RESPONSIBLE TO CHECK CORRECTNESS OF SHOP DRAWINGS PRIOR TO ACCEPTANCE AND SUBMISSION TO BUILDING DEPARTMENT. BEFORE PROCEEDING.ALL SURVEY DATA SHALL BE VERIFIED BY THE CONTRACTOR. ELECTRICAL 07/03/13 FILING SET THE SAFETY OF ALL WORKMEN AND THE PUBLIC. ALL BARRIERS AND OTHER 11. ALL BRIDGING TO BE INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON JOISTS AND BOLTED TO END BEAMS OR WALL AT TOP AND BOTTOM CHORDS. DIVISION 16 DESCRIPTION j SYMBOL KEY 11/12/13 FILING SET 9. ALL WORK SHALL BE EXECUTED IN SUCH A MANNER AS TO PROTECTINTERIOR PARTITIONS DISCLAIMER: PRECAUTIONARY MEASURES SHALL BE BE REQUIRED FOR SAFETY DURING THE ENTIRE CONSTRUCTION OPERATION. 1. FILE ALL PERMITS AND PAY ALL FEES AS REQUIRED. DOUG-FIR#2 WOOD STUDS(VERIFY EXIST.STUD SIZE)@16"OC W/1/2"GYPSUM BOARD r-- PARALLAM GIRDER(WOLMANIZED) FILE LOCATION: STAINLESS STEEL H-3 HANGERS(TYP. CONSTRUCTION SEQUENCE: @ EA.F.J.TO GIRDER CONNECTION) NOTE: 1. LIFT EXISTING SECOND FLOOR AND ROOF STRUCTURE PROVIDE RESIDENTIAL AUTOMATIC FIRE SPRINKLER 2. DEMOLISH EXISTING FIRST FLOORREVISIONS: SYSTEM THROUGHOUT 2 X12@16" ; # / 2X12@16" 3. CONSTRUCT FOUNDATION IN ACCORDANCE WITH FEMA REGULATIONS ACCORDING TO SECTION 903 OF THE 2010 RCNYS & NFPA 13D NO. DATE DESCRIPTION ,,,_____/ 4. CONSTRUCT NEW FIRST FLOOR ON NEW FOUNDATION CONCRETE COLUMN 5. LOWER EXISTING SECOND FLOOR ONTO NEW FIRST FLOOR Q 4/27/15 REVISION . -'\\ 11111 • REINSTALLL EXISTING FENCE ON AT EXTERIOR MUD ROOM (2)1/2"DIA.A.B. NEW SEPTIC WALL.PROVIDE AND SOUTH ELEVATION REPLACEMENT PIERS IN EXISTING WALLS ONLY. 0 8/3/15 CURRENT AMENDMENT HELICAL PILE NOTES 8. THE HELICAL PILE SHALL BE CONNECTED TO THE STRUCTURE USING 8„ LOCATIONS. -a DRAWINGS 12"X 12"CONC.PIER W/(4)#5 A PTS APPROVI ED STEEL BRACKET OR CAP PLATE AS o VERTICAL REBAR AND#3 r i @8" 1. ALL PILES SHALL BE PATENTED HELICAL PILES AND APPURTANCES AS THE CASE MAY BE AS SHOWN ON DESIGN ENGINEERS PLAN. THESE II --T _ .1T .. „ ,�, _� r;r _y1 —J s FURNISHED BY PREMIUM TECHNICAL SERVICES. _ - 4j fr-1 I5 h uj LOOSE STONE FILL -Ti " CONNECTION DEVICES SHALL BE CAPABLE OF SAFELY TRANSFERRING 11���11J+� kT I 1� -����r - �Ti��l1 -,I � OVER FILTER FABRIC THE STRUCTURAL LOADS TO THE HELICAL PILE. '11-1 ',1�-I _ "i ll 1 ill '_''. ti 12"WX6'DCONT.CONC.SLAB AT PERIMETER 2. HELICAL PILE LEAD SECTIONS SHALL BE MODEL PTS-0060 WITH 3'111 - FOR BREAKAWAY WALL SUPPORT1i1 - _ I I! I` GRADE A 2.00 SQUARE SHAFT AND (1)6 , (1)8 AND (1)10" DIAMETER HELIX. 9. WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACH �ll� L I;' (BEYOND) T'm [_171- ; ` #5 REBAR 10"O.C.VERT. II' C� LEAD SECTIONS SHALL BE 5.5' LONG. HELIX PILE EXTENSION MAY BE -fi @ _ HELICAL PILE. THESE RECORDS SHALL INCLUDE BUT ARE NOT _ #5 REBAR @ 18"O.C.HORIZ. 1 - II ISSUED TO: w APPROXIMATE 5',7', OR 10' LONG DEPENDING ON VERTICAL CLEARANCE. k 11 11' 'Il =117. I'! 'I a 04/04/13 MTG. WITH NEW SUFFOLK LIMITED TO THE FOLL0111 NG: - tl_#5 REBAR @ 10"O.C.VERT. #5 REBAR @ 18"O.C.HORIZ. �; f1, ;;fir 7 E a GRADE 3. HELICAL PILES, EXTENSIONS AND APPURTANCES SHALL BE HOT -=; 1� ,,,,�I� I, I 05/01/13 MTG. WITH REILLY A. PROJECT NAME AND/OR LOCATION. _T Ilir- 1"RIGID INSUL ' `� '' II _ 0 12"x12"CONC.TIE CLEAN DIPPED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. 05/13 OWNER FOR REVIEW ~ Q BEAM W/4#5 CONT. B. NAME OF CONT::A31CFTOR S FOREMAN OR REPRESENTATIVE WHO - • 07/03/13 FILING SET M o U BACKFILL 4. ALL PILE INSTALLATION OPERATIONS SHALL BE SUPERVISED BY A WITNESSED THEINSTALLATION, NEW 8" REINFORCED SEPTIC 11/12/13 FILING SET N.Y.S. LICENSED ENGINEER COMMISSIONED BY THE PILE INSTALLER. SYSTEM WALL I1' DISCLAIMER: — o C. DATE AND TIME INSTALLATION _ _ _ THE INSPECTOR SHALL KEEP A COMPLETE RECORD OF THE PILE D. LOCATION AND REFERENCE NUMBER OF EACH PILE. l DRAWINGS ARE THE PROPERTY OF FRANK ` ` ` INSTALLATION OPERATION. #5 REBAR @ 8"O.C.EACH WAY #5 REBAR @ 8"O.C.EACH WAY Lr _ –—__ FALINo,ARCHITECT,PLLC.AND SHALL NOT BE E. DESCRIPTION OF LEAD SECTION AND EXTENSIONS INSTALLED. REPRODUCED,ARCHITECT,PLLC WITHOUT THE PERMISSION OF 5. HELICAL PILES SHALL BE INSTALLED TO A MINIMUM DEPTH OF 20', AND =_ == I FRANK FALINO,ARCHI 2'o„ F. OVERALL DEPTH OF INSTALLATIONS REFERENCED FROM THE BOTTOMIffillini "WARNING:IT IS AVIOLATION OF THE NEW YORK MINIMUM CAPACITY OF 15 TONS (WORKING LOAD) OF GRADE BEAM OR PILE CAP. I I I/ --- EDUCATION LES SECTION 7209.2 FOR ANY N 6"x 6"x 1/2" 6. HELICAL PILES SHALL BE INSTALLED AS SHOWN ON THE ENGINEER'S PLAN. G. TORQUE READING FOR THE LAST THREE FEET OF INSTALLATION IF PERSON,UNLESS HE IS ACTING UNDER THE 'LCAP PLATE ALL CHANGES IN PILE LOCATION MUST BE APPROVED BY THE DESIGN ENGINEER. PRACTICAL. IN LIEU OF THIS REQUIREMENT, THE TERMINAL o "' DIRECTION OFA LICENSED PROFESSIONAL 7. IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING cc J ENGINEER,ARCHITECT OR LAND SURVEYOR,To TORQUE SHALL BE RECORDED AS A MINIMUM. ALTER THIS DOCUMENT IN ANY WAY.IF INSTALLATION, THE CONTRACTOR SHALL HAV1 E THE OPTION OF -1 ALTERED,THE ALTERING PERSON SHALL REMOVING THE OBSTRUCTION, IF POSSIBLE, OR RELOCATING THE PILE, H. ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION. COMPLY WITH THE REQUIREMENTS of NEW 10. THE INSTALLER'S N.Y.S. LICENSED PROFESSIONAL ENGINEER MUST YORK EDUCATION LAW 7209.2". DETAIL WITH THE DESIGN ENGINEER'S APPROVAL. THE LATTER OPTION MAY CERTIFY THE PILE INSTALLATION RECORD. DETAIL = B DETAIL 3 REQUIRE THE RELOCATION OF ADJACENT PILES. A Scale. 1/2" 1 o Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" 39'-9" 21'-6" 17-2" ARCHITECT'S SEAL: EXIST.SPOT EL. +6.0' _ E 1ST.SPOT EL. +5.1' -f -L S" -L S -L s 1 ` HP HP HP HP /-•, ' o STUB UP CONC TO I 1 I I--12"X 12"CONC.TIE I SUPPORT BREAKAWAY 0 �� ct BEAM W/445 CONT. I I WALL(ONLY) o , IBETWEEN PILE CAPS I I t' (TYP @ 2) o I 1 N/0 �'9 0• 0 e Q� 12 0 I BELOW GRADE o I1 pal_. 1El-1 12"X 12"CONC.PIER VERTICAL REBAR�•EBAR H#5 I_I I I ` 1�,� E -I NEW 8'-0"X 2'-0' X 1'-6" w -H C PILE CAPS,TYP.6.REFER @ 8"O.C.HORIZONTAL• W/ % I o I (� %lz I�� PILE : 2'-0" HELICAL PILE :ELOW= I PILE B I I TO DETAIL 2/A-1. ohi, I I PLEB I _ _L, \.\-s I I o �� `�`� FRANK FALINO �,HP 1 4, _Ern I -_, HP J I A 1 / 2'0"X 2'0"X1'6" M I I o - PILE A I NEW 5 TON TYPICAL FTG.SIZE I PILE A I CO1 I (2)ADD (� PILES. REFER TO �) I c I PILE A I v I I DETAIL 2/A 111 GRAVEL o I �= H r _ / z CI M o 1 I o / / GRAVEL ' I 1 o T IT - GRAVEL I I ri-H o I i� E .� I / I w I PILE B I PILE B I / / I PILE B I I I M - C __ - NOTE: FRANK M I I / o I 1 _ I ARCHITECT, PLLC HP L - I HP L- - ------ - ---� .- HP112"x12" STEEL REINFORCING TO • }– #10 I ____ _ #11 __ ——————— — 1 I CONC.PIER FOLLOW DETL'S. DESIGN & CONSTRUCTION L, #� r LINE UP W/BM ABOVE r o I I o I I o M m I PILE A I 16 Harbor Road PI EAI M I PILE A I g I i. Port Washington, NY 11050 8'-10" 3'-11" �) II Tel. 631-375-5511 TI 1 ti J ILi-d a ` i-d NEW 8'-0"X 2'-0"X 1-6" PILE CAP I I i 16"X 8"FTG.I. ( 1 z EXISTING 10 TON PILE IT I o FALINO@OPTONLINE.NET CAST I •LAC' - I I I I n ¢ ADD 5 TON PILE �, ADD 5 TON PILE CONCRETE STEPS I . • 8"P.C.WALL • . �- CLIENT INFO: I 11 I I I >- 1 ° eJ ° 1I1 1 '` °L I I _ y ° d� 1 8'-8" I I 12'-10" `3 17'-2" w • • a . . e > O ° d� i . °,d b e_ • _� a (O Osborne-Grella Residence A— ° ° a 1200 First Street _ IJLImal _ I —I— 1 T .=HP T. PST E_. + �- ' HP 1New Suffolk, New York ' Lt9_1 -' i �a rmigra �a�a y ma��na�-a�a-a 1 #16 I GRADE BEAM 4„ �� 1 - I illudNIP A TYPICAL 1"INSUL TO / STUB UP CONC TO SUPPORT J — � 111'--111-= 11-I_'-1_1.1-1 I I-11 I� ►w I. I. I1-111-1 -III-111= PROJECT TITLE: BREAKAWAY WALL(ONLY) " =JI1 '�• OSBORNE-GREE SEPARATE SEPTIC FND. TYP 2) , N 4I► �I► �'w 18" LA RESIDENCE r - - --- FROM COL.'S_f---��� B F., B ' PROJECT DESCRIPTION: H1 i '- 14 0 3'-0° 3'o° ADDITION A-1 L+J I j 1' T 8" 10'3" �� .. CL PHASE: E .SPOTrilffiarriA- NEW SEPTIC SYSTEM r E +5.3' 8'0" j I CONSTRUCTION DOCUMENT APPROXIMATE I CHECKED BY: ISSUE 07/2012E aINING WALL •. FOOTING(STRUCTURAL TRUCTURAL DESIGN BY OTHERS)---\ --_J DETAIL AT A, 5, 7, 8, 9, 11, 12, B PILE CAPS FOUNDATION WALL DETAIL DESIGN BY L—,_— –L-——--rScale: 1/2"= 1'-0" DRAWN BY: CURRENT DATE: OTHERS) , -L----� �'-- Scale: 1/2"= I'-0° TMD 8/3/15 DRAWING TITLE: ! Imo . ® �" FND. PLANS & DETAILS `q'r ' —FENCE EXIST.COL'S EXISTING PIERS COULD NOT BE V.I.F.ANGLE OF FND.WALL TO sE PARALLEL TO PROP.LINE42'3" PRESERVED(UNDERMINED BY SEPTIC SHEET NO: -__—_____�________________________W�W__� THECONWALL. WALL CONSTRUCTION).NEW •IE'S T• BE FORMED ALONG THE WALL. 1 01 FOUNDATION PLAN 5 A EEO 1 Scale: 1/4"= 1'-0" 1 39'-9" 12'-10" 2'-0" 6'-0" 17-2" -/ FILE LOCATION: i� ' 9,-p„ NEW ANGLED BAY _412'2" 7'-3" 8" g-1" 1'-10" 2'-6' 2'-6" T-10" 10'-0"CL TO OUTSIDE _ _ © ,_ 31 r�1 1CD /� 0 � ���/ A 21 20 19 f _s. , —� �` - REVISIONS: 1 11- EXT.WALLS: 1 ifs �, -- 1'-611ii T 1 3'4" / 4„ 3-4" 1'-Air'" 911 II 2X6 DBL PLATE • — • • — "T `° ; ICL. 2 / ---0(15. IP TO REMAIN , NO.J DATE DESCRIPTION .00. 5 BEDROOM - 2X6 STUDS II �'f'\ ISTvill WINDOW SEAT, a.-1'1 4/27/15 REVISION "' "' RELOCATED �' —' `° BEDROOM FIREPLACE 42"X26"ER- I M /1 6/08/15 REVISE MASTER IN WITH-� N CL' BATHROOM 014111r"� j NO NEW FLOOR 43 BEDROOM AND BATH 7 \ OT o PARTITION ABOVE c•---i- — E O o \ L / AREA. m = II ifl N a' 10 + Y I_D op z _ 1 RSTER- o -EXISTING �I © 6/16/15 REVISION ` N/ 2X8 iFJ @ 16"O.C. w `" c N I • x Y - SKYLIGHT EXISTI L I 0'9 �� OLiq _ _ 8/3/15 CURRENT AMENDMENT SD 11 DOUBLE EXIST FJ FOR NEW 8 6. } \ TO o .. FIN.FL. el. - +23.6 • w -� DRAWINGS /.__. 5 /--INLINE WITH �, (ABOVE) �� _ r, r PARTITION WINDOW SEAT(ABOVE)TYP. ` MEDICINE 4 REMAIN •/ �- +' NEW POST DOUBLE 0 M G CAB. NA Q ABOVE �._ w O _ I I 2x6 RR @ 16"0:of .C. N" DBL EXIST.FJ FJ BELOW. © O a o m •. . ,________ _ ___i________ ��®. 1=1 I coc- -- , _ fi EXPAND SKYLIGHT WE ,� 7 _ I @ / O - 2x6 RR @16"O.C. .. 28 , _ \ / 2x6 CJ 16"O.C. �i Z EXST.STL COL. 2X8 FJ 16"O.C. io A @ d (2)1-3/4"X7. 2)1 3/4"X7 1/4' LVL ;, :1 .� , Nq I 2X8 FJ @ 16"O.C. w � 3• 0 �� ��e ICL w / ` a' ISSUED TO: co N EXISTING CIO _ �, _ © EXISTG 04/04/13 MTG. WITH NEW SUFFOLK `� / CL'I BALCONY \ �/EXIST Iii I Z4 a `fl O w Www � (� EXI TING BALCONY 05/01/13 MTG. WITH REILLY HALL �, (ABOVE) I '0"I.D. EXIST'GCOL.TO REMAIN 05/13 OWNER FOR REVIEW SKYLIGHT I o BEDROOM °E17111110; N FOLD TABLE "' 23 _'_ \ 07/03/13 FILING SET O �'' REMOVE EXIST.(2)2X8 = l11/12/13 FILING SET M 5 _ N . o `" }_ @ o _ " BATHR�:OM L' NDRY CV X o PLAYROOM N �, / 2x6 RR 16"O.C. _ UPSET HDR - �- - - - - q --�- `" REPLACEW/D >,4 `�' " / z, m jr. '� DISCLAIMER: wooD PosT LAUNDRY 0 FIN.FL. el. _ +14.3' +' 1111 ''¢ A": OS © +' I DRAWINGS © 11 Q� _ GS ARE THE PROPERTY OF FRANK co \ , 111 �� M l 1'-0"SOFFIT - FALINO,ARCHITECT,PLLC.AND SHALL NOT BE �; � � © KIDS ROOM sT II • 13'-a° EXST.STL CO , 7 74)3-9 \ do - �} �` zoREPRODUCED WITHOUTTHEPERMISSIONOF :ATHR00►! 3p"X33" R MOVE NDN LOAD 30"X33" J — M FRANK FALINO,ARCHITECT,PLLCCL — (0CLEAR MIN. 1 EX.COL. EXISTG COL.A i I - BEARING WALL. U N CLEAR MIN. '� — "WARNING:IT IS A VIOLATION OF THE NEW YORK , ,,, / \ i' EXIST.WD REMOVE EXISTING COLUMN I EDUCATION LAW SECTION 7209.2 FOR ANY LIFT TO REMAIN DBL 2X8 N - - ' I�'! , • - N y. _ O © w N o _' - LIFT POST © w--....., `J�' I a' PERSON,UNLESS HE IS ACTING UNDER THE SII ` II DIRECTION OF A LICENSED PROFESSIONAL 4'0"SMALL OPNG� / 2x6 CJ @ 16"O.C. / © x. •I • ' BEAM J ENGINEER,ARCHITECT OR LAND SURVEYOR,TOd. .�MIR I• — HALL •/ f1 NEW ALTER THIS DOCUMENT IN ANY WAY.IF POST FRO _f—'l _ M M \ PANTRY �' "'ti ALTERED,THE ALTERING PERSON SHALL • H ABOVE ._?*i ce I'''' 7 _ N;� COMPLY WITH THE REQUIREMENTS OF NEW N O '4-1 H _3'8" • _4 (211 ¢ _ =-Y - 1 \ N \ YORKEDUCATION LAW 72 09.2 . NEW EXTERIOR MECHANICAL + = " 2 '' © —�� o v EX.SKYLIGHT / v J = w O k�" . r,„. �„ �� uP7R@ v •u, -- SD ±3'-3" Q 17 RECEIVED o WALLS 2X6 0 - •x / � o w @ a ��e°i EA. O ! STL BM ,�, N FRAME IN > Q -� 12 DN 7R@ CL. O¢' 3 1 16"O.C.(TYP) d N ENDS HERE • o FLOOR - D - �' _ — t.' CL ! �'TYPE X +, �_ N w UP - \C\ 7-718"H EA. z w 5 �' w ��P �_ �z NEW o AUG U 2015 FIRECODE GYP. N N Cl M O�/ I © , \O CARRY ON l BD.AT WALLS v DN:• 1 r" Q/ N ±3 2 \NEW HDR, = 7s" EA. ±3'2" co O —HANG FROM • i ' ' x� N ' I `o KITCHEN A3 AND CEILING DOOR HDR A-3 (<,/' ' \ ' BOARD OF APPEALS O EXPAND DN 7R - - 2 2X6 I ' SKYLIGHT WE ; 1 �s"H EA. O - 2 \ POST RIDGE 1H --- ARCHITECTS SEAL: - __ _ q NEW(2)ZX�2 HDR. \ \ L/ EXISTING O - — �� D o �. NEW,(2)1-3/4" 11-7/8"LVL HDR. i ^I' ,F1ED gR 137E1 —� Hill l 30 - - 13 14 14 24 }T N W2 6 R.R. o �\� 1,,s/AK Fq�C��i O - O O O /NEW2X6R.R. Q� �y • OPENING 16"O.C. / 16"O.0 STAINLESS STEEL �� p f� coO6 © RAILING AS 4'-9" 6'-1 4'-0" 6'-1" 5 3'3" _ r;\ (3)1-3/4"X 11-7/8"LVL ABOVE ENTR DOOR&WINDOWS .UF PER NYS ' ` 36"' • F NEW 2 X6 SHELVES 3'3" ROOF _ RESIDENTIAL _ / 16 * i'' t;-•://4- ti ROOF \BLDG.CODE Tr _- OVERHANG 0 OVERHANG �--Ci i, NEW GIRDER / ' 2 ' / - x @ 1'8' \ T N� I O 8 lik\t / yT, p20 1 ,,OQ� 2 2'-1" // 1'-10" L = A-3 / A-3 27 r i OF ; 1� I I / / 4X4 POST 28'5" 11'3" CONSTRUCT GABLE IN LIEU SECON : : = = • 5 - \ \ 2 VERIFY EQUAL • OF HIP OVER KITCHEN. �� I Scale: 1/4" = 1,-0" SPACING / NOTE: FRANK FALINO 1 — I I I _— I PROVIDE RESIDENTIAL AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT ' WINDOW SCHEDULE A iFIRST FLOOR PLAN ACCORDING TO SECTION 903 OF THE 2010 RCNYS & NFPA 13D SYMBOL MFR MODEL R I-------1 � I Scale: 1/4" - '-!" _ - i___J 7 TI O ANDERSEN 400 SERIES 1'-5 1/2"X 1'-5 1/2"-5 FIX DOOR SCHEDULE O2 ANDERSEN 400 SERIES 2'-0"X 2'-0"-4 FIX I GROUND FLOOR SECOND FLOOR O ANDERSEN 400 SERIES A21 -3 FIX T " THERMATRUE PROFILE E o0 GARAGE 3'-0"X 6'-8" RH DOUBLE BORE STEEL DOORCD LIVING ROOM 5'-8"X 6'-8" SLIDER GLASS ANDERSEN O ANDERSEN 400 SERIES EGRESS CASEMENT CW145 J B ENTRY WITH SIDE LITE 3'-0"X 7'-0" LH WOOD DOUBLE BORE © PANTRY CLOSET 5'-0"X 6'-8" TWIN W/BULLET CATCHES O ANDERSEN 400 SERIES EGRESS CASEMENT CW145 v N SLOPE > 1'-6"X 7'-0" T FRANK FALINO 0 LIFT DOOR 3'-0"X 3'-0" LH SINGLE BORE 0 COAT CLOSET 2'-0"X 6'-8" RH W/BULLET CATCHES O ANDERSEN 400 SERIES 1'-0"X 3'-3" FIX ARCHITECT, PLLC EXISTING ! ! 0 OH DOOR 9'-0"X 7'-0" OH AUTO OPENER 0 ENTRY 3'-0"X 6'-8" RH DOUBLE BORE O ANDERSEN 400 SERIES CXW145 + P3045 + CXW145 DESIGN & CONSTRUCTION SKYLIGHT I0 0 08 ANDERSEN 400 SERIES CXW145 + P3045 + CXW145 16 Harbor Road OH DOOR 9'-0"X 7-0" OH AUTO OPENER BATHROOM 2'-6"X 6'-8" RH SINGLE BORE Port Washington, NY 11050 I FIRST FLOOR © BEDROOM 2'-6"X 6'-8" RH SINGLE BORE 0 ANDERSEN 400 SERIES CXW245 Tel. 631-375-5511 L— —I © THERMATRUE PROFILE 0 10 ANDERSEN 400 SERIES EGRESS CASEMENT CW145 ENTRY BACK STEPS 3'-0"X 6'-8" LH DOUBLE BORE STEEL DOOR MASTER BEDROOM 2'-6"X 6'-8" LH SINGLE BORE FALINO@OPTONLINE.NET EXISTING SOLAR PANELS 1 0 ENTRY 4-9/16" 3'-0"X 7'-0" RH DOUBLE BORE ® MASTER BEDROOM CL. 2'-8"X 6-8" RH W/BULLET CATCHES 11 ANDERSEN 400 SERIES EGRESS CASEMENT CW145 CLIENT INFO: O 12 ANDERSEN 400 SERIES EGRESS CASEMENT CW145 0 CLOSET 2-0"X 7-0" TWIN BULLET CATCHES ® MASTER BEDROOM CL. 2'-8"X 6'-8" LH W/BULLET CATCHES O p 13 ANDERSEN 400 SERIES EGRESS CASEMENT CW145 Osborne-Grella Residence BATHROOM 2'-0"X T-0" RH SINGLE BORE „'S • B: H 2'_."X :" L 1200 First Street - — I O LAUNDRY 3'-0"X 7'-0" TWIN BULLET CATCHES © LAUDRY CLOSET 2'-8"X 6'-8" LH WI BULLET CATCHES s 0 ANDERSEN 400 SERIES 2'-0"X 3'-5" FIXED OVER A21-5 New Suffolk, New York ! © BEDROOM 2'-6"X 7'-0" RH SINGLE BORE 40 HOLD © ci ANDERSEN 400 SERIES 2'-0"X 3'-5" FIXED OVER A21-5 ! O BEDROOM 2'6"X 7'-0" RH SINGLE BORE HOLD co ANDERSEN 400 SERIES 2'-0"X 3'-5" FIXED OVER A21-5 PROJECT TITLE: OSBORNE-GRELLA RESIDENCE I � © POWDER ROOM 2'-0"X 7'-0" LH SINGLE BORE ® HOLD 10 ANDERSEN 400 SERIES 1'-0"X 3'-3" FIX PROJECT DESCRIPTION: © POWDER ROOM 2'-0"X 7'-0" RH DOUBLE BORE ANDERSEN 400 SERIES CW13 ADDITION 1 O CLOSET 2'-0"X 7'-0" RH BALL CATCH . ANDERSEN 400 SERIES CX13 + P3530 + CX13 A PHASE: I P CLOSET 2'-0"X 7'-0" LH SINGLE BORE W ANDERSEN 400SERIES - OX BAY W/ P5035+ CW135 CONSTRUCTION DOCUMENT EXISTING SOLAR PANELS 1'-4"X 7'-0" RH SINGLE BORE SLOPE O SINGLE BORE STEEL DOOR 19 ANDERSEN 400 SERIES CXW245 CHECKED BY: ISSUE DATE: I EXISTING MER T NOTES: 3/4 HR FIRE RATED 2'6"X 0" RH 3/4 HOUR FIRE RATED I SKYLIGHT - -- - - - DOOR CASINGS:1X4 TRIM FF 07/2012 HOLD FLOOR BASE:1X6 TRIM 20 ANDERSEN 400 SERIES CXW14 DRAWN BY: CURRENT DATE: SLOPE 46) HALL 3'-0"X 7'-0" TWIN BALL CATCH ANDERSEN 400 SERIES CXW14 TMD 8/3/15 ® LINEN CLOSET 1'X 7'-0" RH BULLET ANDERSEN 400 SERIES CXW14 5 NEW WINDOW DRAWING TITLE: EXISTING SOLAR PANE gS 0 22 ANDERSEN 400 SERIES CW13 I FLOOR PLANS U 28 ANDERSEN 400 SERIES 1'-0"X 3'-5" FIX ® ANDERSEN 400 SERIES CXW145-2 ROOF PLAN \ SLOPE 29 SLOPE ANDERSEN 400 SERIES 1'-O"X 3'-5" FIX el ANDERSEN 400 SERIES CW145 ©NEW WINDOW SHEET NO: 1 30 ANDERSEN 400 SERIES CW145 25 ANDERSEN 400 SERIES CW13 31 ANDERSEN 400 SERIES CW145 10 ANDERSEN 400 SERIES CW145 A er. 2 0 1 0 ROOF PLAN NOTES: ALL WINDOWS ARE TO BE ANDERSEN LOW E STORMWATCH WINDOWS. 27 ANDERSEN 400 SERIES ACRD20 Scale: 1/4" = 1'-0" IiirillIWVIF 4111F II yr II MI III III mirgirwmrmir MI NI MI III W II II/III 4111/I/NV 411/Mr II INV III 111,MrWWII/411/murvir I FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION A 4/27/15 REVISION ' 8/3/15 CURRENT AMENDMENT DRAWINGS ISSUED TO: 04/04/13 MTG. WITH NEW SUFFOLK I 39'-9" 0 05/01/13 MTG. WITH REILLY 05/13 OWNER FOR REVIEW BREAKAWAY PERIMETER III07/03/13 FILING SET 21'6" WALLS-SEE SHEET 17'6" �� 11/12/13 FILING SET �, t � REMOVE WALL DISCLAIMER: - EXIST.SPOT EL. +60 i ( •— — `ST.SPOT EL. +5,1' DRAWINGS ARE THE PROPERTY OF FRANK x12 -07 —1],..,_ Mr1FALINO,ARCHITECT,PLLC.AND SHALL NOT BE �I / J U (2)2x1 00 �(2)2x1 —➢ T�( o REPRODUCED WITHOUT THE PERMISSION OF NEW 2x12 F.J.@ 16"O.C. (2)2x12 co FRANK FALINO,ARCHITECT,PLLC ,o / NEW 2x12 F.J.@ 16"O.C. o co i o L _ "WARNING:IT IS A VIOLATION OF THE NEW YORK I ( / NEW 2x12 F.J.@ 16"O.C. N POST FROM ABOVE EDUCATION LAW SECTION 7209.2 FOR ANY o / w ¢ PERSON,UNLESS HE IS ACTING UNDER THE z O DIRECTION OF A LICENSED PROFESSIONAL ' o_ m fx, _1 / o ENGINEER,ARCHITECT OR LAND SURVEYOR,TO REMOVE EXISTING o ALTERED,ALTER ITHE S OALTER NG PERSON CUMENT IN ANY ASHALL a, - a P PROVIDE R-30 INSULATION AND J PLANTER: _ _ r PATCH ROADWAY TC M ti MOISTURE BARRIER AT NEW FIRST I acL COMPLY WITH THE REQUIREMENTS OF NEW MEET LOCAL,COUNTY, X. X FLOOR JOIST STRUCTURE ABOVE YORK EDUCATION LAW 7209.2". AND STATE 0 I � /�; I I \ o SPECIFICATIONS DBL FJ / AS REQUIRED 17L-------POST NEW 12 X 12 PIER O.H.GARAGE DOORS POST ABOVE POST FROM ABOVE (TYP.) ABOVE: }. . . ATTACHED TO BREAKAWAY —. — — — FRAMING(TYP.@ 2) .=.. EXTERIOR GRADE(%HR.)FIRECODE .---'‘---- 7 I _ _ "' GWB'DENSGLASS'WITH CEMENT ,,, L— '( cr .E.__ I I STUCCO,OR EXTERIOR PLASTER,FINISH m o POST FROM ABa�VE 0 H o / Q H — — — ARCHITECT'S SEAL: �.z ,l cn 'PARKING O7 N X o 0 o - p,E D q GRAVEL o ��� h'C -FIF:=, x ¢0 - oi cor< / GRAVEL / o �� V_> C2 )-44''''''01 NEW(3)1314"X 11-7/8" LVL HDR. wE hr ,'=1 EXISTING MILTI TIERED DECK POST FROM AB VE TO BE REMOVED FOR 01 Oi < 30"CLEAR a A w ,, Z __ INSTALLATION OF DRAINAGE q? 0 3 g Q. �' RINGS.NEW PAVERS SET ON 4'0• • -l� (2)5-1/4"X 11-7/8" M LIFT LOCATE UNDER POST EXISTING GRADE EL.5.2 0 " ; i ( ► 1 ■■ FROM ABOVE - A C 1■■ ® PARALLAM W� u. IA el. _ +5.2' POST FROM ABOVE 5 O - ' NEW FLOOD VENT INSTALLED AS PER w -- �� 2� I)' A A• o 3'-11" N • CODE AND MANUFACTURERSo .P GRADE el. _ +5.2' o o REQUIREMENTS,INCLUDING MAXIMUMco o FRANK FALIN0 >- w L ALL WALLS TO BE 0 = o - a = / _ CLEARANCE ABOVE EXTERIOR GRADE c ^' ti o o BREAKAWAY B. J AND SQUARE FOOT OF OPERABLE o A 3'2" -1" CO Lu _ x DN 6R��g,. 1 E'" < -. r' AREA.(TYP @ 3) o - wa . o Z R ki- 2 ST FLOOR RAILING AS �/ NEW 2x12 F.J.@ 16"O.C. /� ■„ M a �; J PER NYS o '".= _ }— 2X8 FJ RESIDENTIAL Q _ INSULATED WALLS AT ENTRY o a u = 1 BLDG.CODE— , N OF 7R ,i � 1I II - - VESTIBULE (2)2x12 EE tIiHEII 1 0 H M M (3)1 3/4"X7114" �\ STAGGERED(3)2X12A3 ; I® SPOTIEL. CLERESTORY N 5 1 '�� CANTILEVEF BEAM FOR LANDING �"` 3' 112"X 11 114 PAfjh)=4AM' PQ' FRS :OV' T 3'3" 2 x12- - - �- - W E CONTIN LVL HDR / ► +5.2' FIXED LITE ,� gter; yX 0 P) �4� �� N ' i I i ice.� w�" -� 11 ID ALTERNATE WOOD STAR,TO E • N �� DECK PLATFORM AND LOWER °° __, - O i '2R @ 6"HEA \ O p)5111111 STAIR BUILT SEPARATELY c 3'-3-1/2"R.O. f STONE .TEPS LOCATION OF PROPOSED NOT ATTACHED TO MECHANICAL r-_-- MOUNT ELECTRIC i J A/C CONDENSER g I I STRUCTURE FRANK FALINO T ,_-_, 3,2„ SERVI CTO EXISTING � I� 3'-111 r ' ARCHITECT, PLLC TONE COLUMN , / OVERHANG ABOVE ET. � w � , �� POST FROM ©IR DESIGN & CONSTRUCTION r 1ST FLOOR }_ ABOVE 2 (3)2 X 12 ACQ.GIRDER / LANDING 16 Harbor Road h (2)2X12 FJ Port Washington, NY 11050 3'-9' k o + el. _ +8.2' A-3 f _ 01/5 \ \ \ / Tel. 631-375-5511 STAINLESS STEEL HU212 \ � , (2)2X12- HANGERS(TYP.@ EA.F.J.TO `—RAISED SEPTIC - �- r- `,�;� * s� HDR GUARDRAIL PER CODE �. GIRDER CONNECTION) 12"RETAINING WALL DESIGN BY OTHERS---\ T.W.el.+8.2' EXISTING JACUZZI `j 0'0 Fy, -Jo 5-1/4"X11-7/8"PARALLAM (STRUCTURAL \� \ / TO BE REMOVED 1\6 CLIENT INFO: r__, (WOLMANIZED) DESIGN BY OTHERS) 1- ,-_-_, =, CANTILEVER PERIMETER BEAM(3) L GUARDRAIL PER CODE — 3-1/2"X11-1/2"IN FOREGROUND — — � Osborne-Grella Residence 1 CONCRETE�L r=, 3.-11" EXISTING FENCE TO REMAIN I JI 1200 First Street _, Y ''r- GROUND �� 1-----------I • 1----- 1 ----1I O New Suffolk, New York \- EXISTING FENCE TO REMAIN PROJECT TITLE: 0 STAIR DETAIL OSBORNE-GRELLA RESIDENCE Scale: 1/4" = 1'-0" PROJECT DESCRIPTION: ADDITION GROUND FLOOR PLAN PHASE: • (.I � Scale: 1/4" = 1'-0" CONSTRUCTION DOCUMENT CHECKED BY: ISSUE DATE: FF 07/2012 DRAWN BY: CURRENT DATE: TMD 8/3/15 DRAWING TITLE: GROUND FLOOR PLAN SHEET NO: AIIIME2 1 1 FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION A 4/27/15 REVISION A 8/3/15 CURRENT AMENDMENT DRAWINGS ISSUED TO: 04/04/13 MTG. WITH NEW SUFFOLK 05/01/13 MTG. WITH REILLY 05/13 OWNER FOR REVIEW 07/03/13 FILING SET 11/12/13 FILING SET DISCLAIMER: DRAWINGS ARE THE PROPERTY OF FRANK FALINO,ARCHITECT,PLLC.AND SHALL NOT BE REPRODUCED WITHOUT THE PERMISSION OF FRANK FALINO,ARCHITECT,PLLC 'WARNING:IT IS A VIOLATION OF THE NEW YORE EDUCATION LAW SECTION 7209.2 FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,ARCHITECT OR LAND SURVEYOR,TO ALTER THIS DOCUMENT IN ANY WAY.IF ALTERED,THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW 1 SKYLIGHT WELL.G 7 _ YORK EDUCATION LAW 7209.2 . —43/ .s © ENLARGE EXISTING EXISTING ROOF FRAMING 11110, SKYLIGHT WELL. EXISTING SKYLIGHT -../1111111X1F:11111e ttoNSIMI!IIReE11111M1b..._ NEW GABLE FRAMING APPROX.6" EXISTING SKYL �k' RooFvg-0 EXISTING ATTIC FRAMING EX�STiNORooF , ;�� ABOVE PROPOSED HIP ROOF AND EXISTING ATTIC FRAMING EXIST'G R.R. 2'-6"±BELOW EXISTING RIDGE. ' EX�S�\N \ EXTEND WALL UP To RR RAFTERS NO CHANGE4114111111111411%,;( REPLACE EXISTING - WINDOWS IN �- X31 .� -� EXISTING CEILING JOISTS T _ _ _1_ A- �_ ,j_ �_ _ III _ _ EXISTING CEILING JOTS I ARCHITECT'S SEAL: BEDROOM REMOVE EXISTING J REPLACE EXISTING HEADER _ REMOVE EXISTING CJ .-k- ,-,-- �`�'� ` EXISTING WALLS EXISTING WALLS T it"c-, ,°:,:i-V.` ```'`- . M EXISTING-- EXISTING COLUMN EXISTINGl',„... ' }w; WALL o LIFT KITCHEN WALL STAIR HALL BATHROOM MASTER BEDROOM * ;` u . - * °° FRAMING E. �`e.: :_:,., \ KIDS ROOM EXISTING WALLS- �� - - _ >'9� 6'20 434 Q� III _ O _ OF `E1 0 x'23.61 2 ST FLOOR— — - _ • J� - EXISTING FLOOR JOISTS 2X8 FJ EXISTING FLOOR JOISTS r-��-I-�----J-_ Q = _ �• - EXISTING GIRDER 1(2"CDX EXISTING GIRDER •• NEW HDR EXISTING GIRDER „• EXISTING FRANK FALINO �•�♦�_� 2X12 RR @ 16"O.C. FLOOR MECHANICAL ROOM .�♦•���• EXISTING COLUMN EXIST'G DECK TO BATHROOM HALL RELOCATED JOISTS •� 2X6@16"O.C. I`�Eo I LIFT PROPOSED PLAYROOM REMAIN BATHROOM A FIRST FLOOR REFER TO BATHROOMbo ' (2)3112"X 11718"PARALLAM —NEW WALL •��� (3)3 1/2"X 11 1/4"PARALLAM X 20 ELEVATION SHEETS C FOR FURTHER DETAIL •�. NEW WALL (WOLMANIZED)CONTINUOUS,CANTILEVER H CONSTRUCTION Ar- = CONSTRUCTION -TYP. �♦♦�I BEAM FOR STAIR PLATFORM. i 1ST FLOOR _ ��___AL �I I a RETAINING WALL GUARD RAIL AT TOP OF Ari -® + � IXI (2)2X12 FJ • ,� +13.2' +T.W.el.+8.2 NEW RETAINING WALL. 13'2 o STAINLESS STEEL I i • (STRUCTURAL DESIGN VESTIBULE (2)51ra°X 11718"PARALLAM ill \-(2)3-112"X 11-718"PARALLAM(WOLMANIZED) i � N NEW HU212 HANGERS I i WOLMANIZED♦ o HDR (TYP.@ EA.F.J.TO ) ( ) /i I3Y OTHERS �� �•�♦♦ GIRDER s ,, s i �► EXTERIOR GRADE(/HR.) i ♦ EXTERIOR GRADE /HR. FIRECODE i T �� CONNECTION ( ) - Z , FRANK FALINO �` ) GWB'DENSGLASS'WITH CEMENT i - FIRECODE GWB'DENSGLASS' �/ - - LIFT / WITH CEMENT STUCCO,OR i ARCHITECT, PLLC o - - -- - - � i 2 X 4 CEDAR BREAKAWAY \ - _ STUCCO,OR EXTERIOR PLASTER, i - - DESIGN &CONSTRUCTION �� VESTIBULE i r FINISH ,—�--—=} EXTERIOR PLASTER,FINISH i STUDS OR LATTICE r \ o / - 1l1 II -III II 1,� I� 1' lI:II III 4 CONCRETE I- PROPOSED i ,0' 16 Harbor Road �� 1 — GRAVEL RAISED SEPTIC p lj iI STAIR PLATFORMA PROPOSED PROPOSED GRADE Pod Washington, NY 11050 _ "WET STORAGEr i �I PARKING PARKING Tel Tel. 631-375-5511 \ DESIGN BY OTHERS --\ � - �.� \\ _ , 1 r -, i r I � Iii II 1L i � - L � � � T , (3&BQ'ICU®D \ I II ill�� r=;I I�� i I'�I,. � � F � r- -L� FALINO OPTONLINE.NET I j I �`��I-�1I r- r r I I I I I Ilf[EXISTING �n� 1 I 12"X12"TIE = a I I \----1 I ° oGRAVEL I I i1 LI @ 1 L _ sG—_ 1__L 1__L I Ij��� r I BM.BEYOND m a I I I I SEE DET. 3/A-1 EXISTING GRADE 1 r-� L ' r-� r-� Lir: EXISTING GRADE -----� - T , -r , 1__L� 1 1 1 --m _r i i i ,S i i ii t-\ , 1 i r 1 _,_ ii . 1 ' �- CLIENTINFO:1 2'-0"X 2'-0"X1'-6" -- - T --- i---- —i ° I PI ----�T i ,'VESTIBULE CHEECK COMPACTED FILL BELOW TIE BEAM TYPICAL FTG.SIZE oANPILE CAP APPROXIMATE SLAB ON GRAB—1 :�: Osborne-Grella ResidenceWALLS SHALL NOT TIE _� SLAB ON GRADE FOOTING .�.INTO NEW PILE CAPS AND cA1 T 4f T 4\ First • GRADE BEAMS NewOSuffokt New York --1\-- 2-oPILESA&B PILESA&B BEYOND. BEYOND. PROJECT TITLE: 1 ,� OSBORNE-GRELLA RESIDENCE n PROJECT DESCRIPTION: C. SECTION = CONSTRUCTION SEQUENCE: 2 SECTION = �- \ ADDITION Scale: 1/4" r-0" Scale: 1/4" 1-0 1. LIFT EXISTING SECOND FLOOR AND ROOF STRUCTURE . ..".: �-1 sf PHASE: • 2. DEMOLISH EXISTING FIRST FLOOR • . 3. CONSTRUCT FOUNDATION IN ACCORDANCE WITH FEMA REGULATIONS 10-:' .; 1t, CONSTRUCTION DOCUMENT 4. CONSTRUCT NEW FIRST FLOOR ON NEW FOUNDATION • ,�t� PN1 ; CHECKED BY: ISSUE DATE: 5. LOWER EXISTING SECOND FLOOR ONTO NEW FIRST FLOOR ,O �� FF 07/2012 DRAWN BY: CURRENT DATE: TMD 8/3/15 DRAWING TITLE: NOTE: PROVIDE RESIDENTIAL AUTOMATIC FIRE SPRINKLER SECTIONS SYSTEM THROUGHOUT ACCORDING TO SECTION 903 OF THE 2010 RCNYS & NFPA 13D SHEET NO: A... 3 , I . , . I FILE LOCATION: Itk 2X12 CEDAR NAILER A 0 Itt GALV.3/8"DIAM. LAGS T/B AT EACH REVISIONS: '• EXISTING SOLAR PANELS I STUD(TYP.) NO. DATE DESCRIPTION , EACH SHUTTER 1/2" EXISTING SKY i- 2X12 CEDAR @ 16" 4/27/15 REVISION Ai L_ ... O.C.CURVE TOP. 6/08/15 REVISE MASTER WIDTH OF WINDOWS. LIGHTS L _ _.. ---1-4-- ----- - - -- 1-r- • __ --- in ___ BEDROOM AND BATH I NEW--\ I-- -----I ] _ - 7_ „ 6/16/15 REVISION ii i A TRIM ANGLED BAY 1 , _---_,_ ‘, SIDING OVER 1/2" , 7/20/15 ADD FPL DIRECT VENT CATHEDRAL CEILING -......‹___,-- . _ CURRENT AMENDMENT LaIllaralki..._ Fi 1 J I I milmilrda •=Bram WINDOWS 0 —+31 .6 CDX PLYWOOD8/3/15 C — /"‘ DRAWINGS ; ..- Aaalighaaeank II *XI A L / // , 1 1 , / / Iri.. 11 REPLACE I 17-7 ' a m .' cr GRESS 1 1 __ @ = 113 3" • _______J 1 _- EGRESS> I . OH Ve 1 11 :1 EXISTING 2:0 8 0 I Z /LI •C W 1 ! GRESS ---1 1 ,-- , I , ,_ , I I _ . C Wi r ' @ III II C<13 P3530 ' I 0 I P5035 =1.32. 1111 , =_ H.-_ 1 CAS.kMEN- - 1 ! ; I !.=-77r CASkMEN' i 1 _ CrolEN- = , CEDAR 2X6 ISSUED TO: _ _T- H I 1 !-- CW14 c '145 NE I 1 @ 16"0.C. 0045i/004v/1133 mMTTGG.. wWIITTHH RNEEWuSyUFFOLK JIM , - 1 , . . .., _, ! , , ,____1 CW14 \ - H - ' i I BOARD & BATTEN I 1 A l' ,, , , , _ 1 1 7 I ! 3'-O" 05/13 OWNER FOR REVIEW ' 1 I 1 . I 1 1 1 !I ! !! ! ; SIDING , -e- —4.23.6— . _ IIMMIlh. 07/03/13 FILING SET -EXISTING_DECK TO REMAIN Ma11/12/13 FILING SETll1111.11111111111K. 0 SHED ROOF DETAIL DISCLAIMER: ZNI • 5 DRAWINGS ARE THE PROPERTY OF FRANK / E Z r Z il Z' -, N — — — — — , , - ! --i / Tr I H 1 / - 11 ).-i"X '-3" SCALE 1/2" = l'-0" FALINO,ARCHITECT,PLLC.AND SHALL NOT BE OPEN FRAME STRUCTURE— / - I N i -1 --- 1 _ , r-__ 0 7±'--_1- 11 , H 0 --- I 0 IX REPRODUCED WITHOUT THE PERMISSION OF 1 -, FRANK FALINO,ARCHITECT,PLLC H . / = V N ' Z N t'., u-, -1 MECHANICAL VENTS_ _ IE < ® > - CI 2 L < N ® > b, ' GRESS , - -1 7 _ GRESS , FOR BOILER,ETC. NEW SHED ROOF. "WARNING:IT IS A VIOLATION OF THE NEW YOR1. ?Elk = N Z ---- - i N V 1 Z 0 = CASkMEN- _. RE -TO DETAIL 5/A-4 EDUCATION LAW SECTION 7209.2 FOR ANY , _ CW14' _._.. CW14' - PERSON,UNLESS HE IS ACTING UNDER THE \ MN CXW145 P3045 ,CXW145 i CXW11;5;-2 , = I I CXW1 P3045 4k AXW145 i E? I 1 _ ___ . . I \ 'k— AI. DIRECTION OF A LICENSED PROFESSIONAL \30 AE.TEENGINEER,RTHIsARCHITECTDocumENT 01 NR ANLANDy ISURVEYOR,WAY IF TO EXIST. PROPERTY LINE FENCE; i _ ' `J\ i PRESERVE IN PLACE - I - - - INER i_---U—LI—L-1 LI---1L1,-, -„ -,_ 7" ' • 0 —+1-473-'— , _ 1- __ ,, r AI LIGN -\ . . VERIFY LOLCHI\AITEI:INOJEPARNODPFE2 PRESERVE AS REQUIRED sr__ \ . A ALTERED,THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW YORK EDUCATION LAW 7209.2". i I _ 14-4 -- - ''' ' - ! -' C'' Yz!II/Y\; • \/, t 1IF- 4';' ,‹ \ -1x,-‘ :-. i ',-;,, lx/ \ ' ' .- ,> FT ./.[ ' : , - ------ ------ , L, _ 1 ! i I , >\' ' 'x, ;‘',, ' /, 1 x‘,,,' , .61 '•;: <,-: / l''.-,/.- ;•=' ' .. 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'.xL I-- b., ! - - ; I 11 Z I --- 4 !,,! -•-• !, I I ' 1r/X4X\ ',1[, !'!/‘' kX/, )J \'Y‘,1!'/X/\j/.t -,XL/c 4W X X\i14(/‘• . ! .E 1 />IX „j„\„X ' -1 S\2(,'„' , X, I 1 __,_ _i .__._____________ EXISTING FENCE i ! 1 BETWEEN PIERS \' \‘ rrriMrW‘:?,?1-';'cj‘ ,_$ -r-- r 1 (AT ORIGINAL s ARCHITECT'S SEAL: H >;" ):/r,''' \‘'' '1H>: ,/' /:i >] \ :I >)Q, \',/\.,:‘NH,' //' i i L------ - ______11 , —11 1 ---- LOCATIONS, I 1 . . 1 i ----- ----- --- , r - -- --, 1 II I ABOVE NEW EXISTING GRADE -\ ' SEPTIC WALL). I ,, . .• ,,,, , NOTE: -.. . 0 +5.2_1_ ______ i , /q- ' , L ELEV. OF NEW PAVERS BREAKAWAY WALL EXISTING MILTI TIERED DECK TO BE REMOVED FOR H.GARAGE DOORS ATTACHED TO RETAINING WALL ;..,; ;;';,r SET IN SAND. SEE SHEET A-5.0 INSTALLATION OF DRAINAGE RINGS. ALL RAILS TO CODE .r; , BREAKAWAY FRAMING(TYP.@ 2) T.el.+8.2' * , . FOR DETAILS ' V * 0R.A- s, a CD EAST ELEVATION WINDOWS: 6/1/n ....._'',' ,EV\I-' ..1. NOTE : ALL WINDOWS ARE A 2 WEST ELEVATION scale: 1/4"= l'-0" RFcEVED--- 'I. Ill° 11:' 11 1111 Scale: I-2/4.il"=1'-/0'ah..,:l:::lIk\/.CI.."„:„x://hi °\/-911:Gallmihr15 2 O'f''''115 '' TO BE ANDERSEN LOW E 1 2X6 CJ c. STORMWATCH WINDOWS 1 BUILD OUT UPPER FRIEZE 1.. 111L..: \ND OF ANDEPA-S FRANK FALINO FOR BATTEN IF A ev SIDING R A '10 4•0$444ifif SOLAR PANELS , FLAT TRIM PILASTERS ____,,_ FLASH H. C P AROUND(3)WINDOWS. WATERTABLE issessimamiamiliki- •0 WN # tZ9 ) (.., .....17....__. 4- 'ea !YI EXIST 2X8 '1 BEYOND. , H I El T N NW — MIIIIIIIIIEIIMIIIMI E III, ., .....' / I C135/1 . -51 \ .135 1 MP 1 . I dun. I FLASH •1 . I1 x1'-.5' ', WTI.- - N C , ,,—,,„ V ri 0- N ZERO CLEARANCE I1 4 OV ' OVE' ' , w I WATERTABLE '01--- * <CW14 CW14 'CW14 FRANK FALINO T 1 e 1 e ER '21 A2 Al I A21 I 'KEMEN1 CXW145-2) 0 ' I ARCHITECT, PLLC Z I , . I DESIGN & CONSTRUCTION 1 GRESS 1E111 CO , II WAS1E4M5/EN 1 , CW13 I - 11 (21 N I N N • CASkMEN- 1 . NEW I , __ 1 1 N N I 1 1 .r I 1 7-- N V 71 T---[—T- i , , , , i , CW14' I A 11 A 1 , . ! J , . , 1 , ki I \ I 1 1 , : ] II , 1 1 ,_ , , r ! 1 , 16 Harbor Road ! / \ / j / \ 1 SHO: --- I 1 1 , 1 1 1 1 I !I? , I ! ! I 1 I --- — -- — 1 ! i -- -- ----- --------- -- ----------- --- . ; 1 I ! Port Washington, NY 11050 I' \ / , I I I I I 1 I I 1 1 I I -a I I I I i I 1 I I CONCRETE — - Tel 631-375-5511 I I 1 FALINO@OPTONLINE.NET zs, . . ' 1 Z CLIENT INFO: El --N- -- -- — 1 ASEMEN P' <ASEMENT OPEN 0 EXTERIOR WALL DETAIL i my 1 i cwi, i CXW1454) ----- - CW145 Osborne-Grella Residence - N Z / Ami . 1 II GUTTERS--v --------_ ii _.______,_ _ ' 1-3 Ns _ 7_1 JIVIT FOR BREAKAWAY- /0 IN v AILS AS REQUIRED I [ / [ --- Y/i'[ /h , (,[‘. [\[[ //\; ' I \X \[ [ )‹ >! -:-.. 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V„,,,,,oi II,-w•‘,V,,,t-V, - 44.t.,..-. - 74', l,I . -r-----__i I _______ ____ „„ FALINO,ARCHITECT,PLLC.AND SHALL NOT BE i i I " / = • I i REPRODUCED WITHOUT THE PERMISSION OF LOCATION AERIAL 0 LOCATION AERIAL FRANK FALINO,ARCHITECT,PLLC I "WARNING:IT IS A VIOLATION OF THE NEW YORl 0 /1 I -- , ' EDUCATION LAW SECTION 7209.2 FOR ANY i 1HIGHL.... , 1-1- [IF 117n1*--i-r-1--rnr / I I RETAIN! - --J 1..._ I i ( - '-.7. t , , , r ri-------1.---z_-_-_-— ,, j -- -- „ , • i i-,,--r-_ i r PERSON,UNLESS HE IS ACTING UNDER THE , / Mr.a 1,/TM,=e/ ..! ...minitimilmiumummommimmimmommmiji-mi-,........ --I i,/EXISTING / i • / EXISTING BULKHEAD DIRECTION OF A LICENSED PROFESSIONAL 1 , / / (STRUCTURAL 1 1 Imider.............................. I 1 JACUZZI TQ I I •/ TO REMAIN ENGINEER,ARCHITECT OR LAND SURVEYOR,TO 4 1 , i i DESIGN BY i I BE REMOID animmillir"--- I ALTER THIS DOCUMENT IN ANY WAY.IF I ./ // OTHERS) • ..................i. ALTERED,THE ALTERING PERSON SHALL I I i TO REMAIN ............... COMPLY WITH THE REQUIREMENTS OF NEW 4 1/ RELOCATED A/C CONDENSERYORK EDUCATION LAW 7209.2". i , LOCATION BENEATH EXTERIOR STAIR. I , 1 1 B.O.CONDENSER=EL. ----lj / NOTE: EXISTING WATER,GAS,AND SEE GROUND FLOOR PLAN& SOUTH ELEVATION , i 1 i / L4‘,____---- IM ELECTRIC TO REMAIN.DISCONNECT / PRIOR TO RAISING HOUSE. i W.I.C. H., / RECONNECT SERVICES AFTER • / - ..- F--I / FOUNDATION,FRAMING,AND C)11.1.17 I L / ENCLOSURE WORK IS COMPLETE I I / .:, ARCHITECTS SEAL: L _I / 3*sot..v, ... 01 SITE PLAN r"r'''' ED Afi•,„ ' / • ii--1 ix MASTER BEDROOM . LIVING ROOM s 1 , c rl, 2.0\i- MID U 170 SF — D 0 r la3 ' c., e.P.• io N's I _ c. 1 350 SF / Scale: 1"= 10'-0" BO A-RID t •YI;•-• \ ' * , \??EN.-- _ („.) i- * , 0 WASHER/ 1---I , 1 J-t jr F-1 I I 1,, CL9SET I 1 _i,, DRYER I-----I = Iis 6, . I. ,c's • , ..y....) . Op N • I I EMOVE /1 DIEL 1 , L____I F---11/1XISTING • 1C-f-1 - .=.: f BEDROOM I L I I WALLS 111_1_1 i - -1 SOLAR PLANELS EXISTING SOLARyLANELS T REF._j , ,.- ,- ., . , • . -7 KITCHEN/ ! 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' ' / /' ' / / / - y WI' . .11 ' / ri-Lil--- , • 1 1 / —0_____ir — ____ I /.__ . ___, • , • 1/ , , , FRANK FALINO T . . _ _ __ ___ _„:„.....,,,E, / EXISTING FOUNDATION& ExISTING MILTI TIERED DECK T 1 ' ' / i / / EX/ISTIN'G:OU/ND/ATI/ON&// / / / FIRST FLOOR WALLS,DOORS,AND WINDOWS TO ARCHITECT, PLLC I FIRST FLOOR WALLS,DOORS,AND WINDOWS TO BE REMOVED FOR INSTALLATION BE REMOVED.SHORE EXISTING GIRDERS ABOVE DESIGN & CONSTRUCTION I BE REMOVED.SHORE EXISTING GIRDERS ABOVE OF DRAINAGE RINGS. _ r NEW DECK TO BE FLUSH W/TOP . 0 16 Harbor Road OF EXISTING BULKHEAD , 1 . / 1.1 Port Washington, NY 11050 / ,, , / Tel. 631-375-5511 , ' / ' / -"" / / . ' - „ - ' ' / . .._ / / EXISTING SOUTH ELEVATION 0 EXISTING WEST ELEVATION i 4 , i J,', r-, „ , •, / ‘ / FF-7= -/-/-7- - ; / 7- -7- / / . -F1- / / ,/ / / / - // / 2 I .I / 4 Scale: 1/8"= 1'-0" /,./ ./ / ,. 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CONSTRUCTION DOCUMENT /1± 11•///:-- ,-vi',/1 ' ‘' N-1,11-d- 11 H / • i / ' /7 // anim.,-, // -i // .- CHECKED BY: ISSUE DATE: // LI-'-- 7 t----_,- --7---f,- ...•:r.h /--- /-1- / • h 1 1 4///„///z/ FF 07/2012 -, 'r pilL7111[111„__ — • / _..- , ' .I.--_----- EXISTING FOUNDATION& / , I / / / ,.. ‘ ,z. .-JI/r /.- // -G•:_r-/- , 1 ./. , FIRST FLOOR WALLS,DOORS,AND WINDOWS TO . -----r --ni " ' " ' ' , - / 1 _.' 7 r----1' . I /IL/ LilL_-/LI / / / , " ' • ,' IL-LA / IL___-J1 / / / / / / ' .1 / 7-1 , II / [ I [ ' t_._ _._[,IL_.__J,L_J,, , i II- l'' [r- ili[r--- / // ,///,/ . / / . / • /,'. ''.-/ Ill ,1 ili 7-01[r- , --11F-11 r[ii , ill ii-L ---IJLL--,-1-1 ,' ' , ----1 ' II / / I-Li 'L 1!. ,L__JI,L--_,_,J ' „ '''' • 111' , 1 1 1 1_, , / -• ll ,. . -' / / / I / l•' / -----_-_-: DRAWING TITLE: '7_, - ' LI I i i C-T-==REMOVE EXISTING 1 /11 ' " ' I I 1/1---,•1 ,/,,I /,/. // / / // , EXISTING I I 1 .il i 1 /'I 1 'JACUZZI TO BEI .1" ,' / /' ," , , , / =AREAS TO BE REMOVED ' I/ / , , /I I'REMOVED ' -', / „I '' . , / . 1'/ / /. / ,, SITE PLAN, } / [ ‘ • / , r. EXISTING FOUNDATION& EXISTING FOUNDATION& •ILL,L_z_Z_J /1 / EXISTING MILTI TIERED DECK TO FIRST FLOOR WALLS,DOORS,AND WINDOWS TO FLOOR PLANS, & 0 BE REMOVED FOR INSTALLATION OF DRAINAGE RINGS. FIRST FLOOR WALLS, OXBBOVE BE REMOVED.SHORE EXISTING GIRDERS ABOVE ELEVATIONS - \ NEW DECK TO BE FLUSH W/TOP OF EXISTING BULKHEAD SHEET NO: EXISTING EAST ELEVATION (REAR) 0 EXISTING NORTH ELEVATION EX.= 1 . 0 EXISTING FIRST FLOOR PLAN 6 Scale: 1/8"= 1'-0" . 2 Scale: 1/8"= I GENERAL NOTES & SPECIFICATIONS DRAWINGINDEXFILE LOCATION: A-0.0 GENERAL NOTES & PLUMBING RISER GENERAL NOTES METALS MECHANICAL A-0.1 FRAMING DETAILS, SCHEDULES DIVISION 1 DIVISION 5 DIVISION 15 EX1 EXISTING/DEMOLITION PLANS AND ELEVATIONS REVISIONS: 1. STRUCTURAL STEEL TO BE DESIGNED BY DISC SPECIFICATION FOR DESIGN,FABRICATION,AND ERECTION. USE 70#PER SQUARE FOOT DEAD&LIVE LOADS. A-1.0 FOUNDATION & PILE DETAIL NO. DATE DESCRIPTION 1. BIDDERS ARE REQUIRED TO VISIT THE SITE AND ACQUAINT THEMSELVES WITH EXISTING CONDITIONS AT THE SITE. PLUMBING 4/27/15 REVISION 2. ROLLED SHAPES AND PALTED SHALL CONFORM TO ASTM 572 GRADE 50 UNLESS OTHERWISE NOTED. 1. FURNISH AND INSTALL NECESSARY WASTE AND WATER TO ACCOMMODATE FIXTURE AND FAUCET LOCATIONS AS PER A-2.0 GROUND PLAN 2. AFFIDAVITS,CERTIFICATIONS,AND/OR OTHER CREDENTIALS SHALL BE FURNISHED FOR ALL OPERATIONS AND/OR PERSONNEL REQUIRED BY CODE TO BE LICENSED, PLANS AND CODES. CERTIFIED OR OTHERWISE QUALIFIED. 3. SHOP CONNECTIONS TO BE WELDED FIELD CONNECTION TO BE 3/4"DIAMETER ASTM A-325 TYPE N CONNECTION,U.O.N.,EXCEPT WHERE FIELD WELDED IS A-2.1 FLOOR PLANS 2. PROVIDE PROPER VENTING,TO CODE. 3. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL AND STATE BUILDING CODES AND ORDINANCES AND SHALL COMPLY WITH THE RECOMMENDATION OF THE NEW NOTED. A-3.0 SECTIONS YORK STATE BUILDING CODE MANUAL. 4. WELDING TO COMPLY WITH AWS SPECIFICATIONS. USE E70XX ELECTRODE. 3. PRESSURE/WET TEST ALL PIPING PRIOR TO INSTALLING AND INTERIOR WALL FINISH. 4. DRAWINGS ARE THE PROPERTY OF FRANK FALINO,ARCHITECT,PLLC.AND SHALL NOT BE REPRODUCED WITH OUT THE PERMISSION OF FRANK FALINO, 4 RELOCATE GAS,WATER,SEPTIC SUPPLY,&WASTE LINES AS REQ'D BY CODE. A-4.0 ELEVATIONS ARCHITECT,PLLC 5, ALL STEEL TO RECEIVE ONE COAT OF RUST INHIBITIVE PAINT(MINIMUM)APPLIED AT FACTORY. MECHANICAL A-5.0 BREAKAWAY WALL DETAILS 5. "WARNING:IT IS A VIOLATION OF THE NEW YORK EDUCATION LAW SECTION 7209.2 FOR ANY PERSON.UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 6. PROVIDE 114"ANGLE ANCHOR WITH STUD;FIELD WELD TO ALL BEAMS RESTING ON MASONRY AND CONCRETE,UNLESS OTHERWISE NOTED ON DRAWINGS PROFESSIONAL ENGINEER,ARCHITECT OR LAND SURVEYOR,TO ALTER THIS DOCUMENT IN ANY WAY.IF ALTERED,THE ALTERING PERSON SHALL COMPLY WITH THE 1. ALL HVAC EQUIPMENT AND SYSTEMS TO BE GUARANTEED FOR TWO YEARS ON ALL PARTS AND LABOR,AND FOR FIVE YEAR WAiL.1L TYPE DESCRIPTION S REQUIREMENTS OF NEW YORK EDUCATION LAW 7209.2" ON COMPRESSOR. 7, PROVIDE 1/2"BEARING PLATE AT ENDS OF ALL JOIST AND BEAM RESTING ON MASONRY OR CONCRETE. PROVIDE CROSS BRIDGE PER MANUFACTURERS RECOMMENDATION. 2.. SEPARATE AND COMPLETE HVAC SHOP DRAWINGS,MANUFACTURERS PRINTED LITERATURE, CUTS,BROCHURES, CATALOGUES AND PERFORMANCE TABLES TO BE SUPPLIED FOR APPROVAL AND ACCEPTANCES BY OWNER PRIOR TO JOB DESCRIPTION SYMBOL KEY 6. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 8. CONNECTION TO BE ANGLE CONNECTIONS UNLESS NOTED. 7. THE CONTRACTOR SHALL CHECK AND VERIFY DIMENSIONS ON THE DRAWINGS WITH ACTUAL MEASUREMENTS OF ALL WORK IN PLACE AT THE SITE AND BE START. U.O.N. RESPONSIBLE FOR THE CORRECTNESS OF THEM. ANY DIFFERENCE SHALL BE REPORTED IN SUFFICIENT TIME FOR CONSIDERATION AND DIRECTION. 9, BASE PLATES TO BE ANCHORED WITH(4)3/4"DIAMETER X 6"LONG ANCHOR BOLT UNLESS OTHERWISE NOTED ON DRAWINGS. 3. FILE ALL PERMITS&PAY ALL FEES AS REQUIRED INTERIOR PARTITIONS ISSUED TO: DOUG-FIR#2 WOOD STUDS(VERIFY EXIST.STUD SIZE)@16"OC W/1/2"GYPSUM BOARD L 04/04/13 MTG. WITH NEW SUFFOLK 4. PROVIDE ALL CUTTING AND PATCHING AS REQUIRED. ALL INSTALLATIONS SHALL BE WEATHERTIGHT. ON BOTH SIDES* 2X4 STUDS @ 16"O.C. 10. FABRICATOR SHALL SUPPLY SHOP DRAWINGS WITH N.Y.S.LICENSED ENGINEERS SEAL INDICATING ALL DESIGN LOADS,CONNECTIONS ERECTION DETAILS. 5. PROVIDE ALL ROOF AND WALL FLASHING,CAULKING AND SEALANT. EXTERIOR WALLS _ 05/01/13 MTG. WITH REILLY 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ALL LINE, AND BENCH MARKS,NECESSARY FOR PROPER EXECUTION OF THE WORK CONTRACTOR SHALL BE RESPONSIBLE TO CHECK CORRECTNESS OF SHOP DRAWINGS PRIOR TO ACCEPTANCE AND SUBMISSION TO BUILDING DEPARTMENT. DOUG-FIR#2 WOOD STUDS(VERIFY EXIST,STUD SIZE r BEFORE PROCEEDING,ALL SURVEY DATA SHALL BE VERIFIED BY THE CONTRACTOR. )@16"OC W/1/2"GYPSUM BOARD ON INT. f = 05/13 OWNER FOR REVIEW ELECTRICAL SIDE&1/2"CDX PLY SHEATHING EXT.` 2X8 STUDS @ 16"O.C. 07/03/13 FILING SET 9. ALL WORK SHALL BE EXECUTED IN SUCH A MANNER AS TO PROTECT THE SAFETY OF ALL WORKMEN AND THE PUBLIC. ALL BARRIERS AND OTHER 11. ALL BRIDGING TO BE INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON JOISTS AND BOLTED TO END BEAMS OR WALL AT TOP AND BOTTOM CHORDS. DIVISION 16 *UNLESS OTHERWISE NOTED ON DRAWINGS 11/12/13 FILING SET PRECAUTIONARY MEASURES SHALL BE BE REQUIRED FOR SAFETY DURING THE ENTIRE CONSTRUCTION OPERATION. EXISTING WALLS DISCLAIMER: 1. FILE ALL PERMITS AND PAY ALL FEES AS REQUIRED. EXISTING TO REMAIN.MODIFY EXISTING FINISHES WHICH ARE ADJACENT TO NEW 12. ALL LOOSE LINTELS TO HAVE MINIMUM OF 8"BEARING AT EACH END OF M.O.PROVIDE FLASHING AT EXTERIOR OF ALL OPENINGS,ALL WIDE FLANGE LINTELS TO CONSTRUCTION FOR A CONSISTANT&COHESIVE APPEARANCE DRAWINGS ARE THE PROPERTY OF FRANK 10. OWNER/CONTRACTOR(S),ARE RESPONSIBLE FOR INSPECTION,APPROVALS,PERMITS,CERTIFICATE OF OCCUPANCY,UL APPROVAL,ETC. HAVE 10"MINIMUM BEARING ON EACH END OVER 16"MASONRY. 2. INSTALL AND MAINTAIN TEMPORARY LIGHT AND POWER FOR TRADES. FALINO,ARCHITECT,PLLC.AND SHALL NOT BE REPRODUCED WITHOUT THE PERMISSION OF 3. ALL ELECTRICAL WIRING,FIXTURES,OUTLETS,SWITCHES,AND EQUIPMENT TO BE PROPERLY GROUNDED. DEMOLITION FRANK FALINO,ARCHITECT,PLLC 11. THE CONTRACTOR SHALL DELIVER TO THE OWNER,UPON SUBSTANTIAL COMPLETION OF THE WORK,A WRITTEN GUARANTEE TO COVER A PERIOD OF ONE 13. FASTENERS,HANGERS,AND TIE-DOWN CONNECTORS THAT COME IN CONTACT WITH A.C.Q.TREATED LUMBER MUST BE DESIGNED FOR SUCH USE.(CHECK ALL ITEMS&SYSTEMS BEING REMOVED SHALL BE COMPLETED IN A MANNER WHICH YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER. COORDINATES WITH THE INTENT OF NEW CONSTRUCTION "WARNING:IT IS A VIOLATION OF THE NEW YORE MANUFACTURER'S SPECIFICATIONS.) 4. SUBMIT LAYOUT DRAWINGS,MANUFACTURERS LITERATURE,CUTS AND SPECS.FOR ACCEPTANCE AND EDUCATION LAW SECTION 7209.2 FOR ANY APPROVALS BEFORE START OF WORK. 12. ANY AND ALL CHANGES TO WORK MUST BE PRESENTED TO OWNER,IN WRITING,FOR APPROVAL,PRIOR TO COMMENCEMENT.ALL PRICING INCLUDING PERSON,UNLESS HE IS ACTING UNDER THE • CREDITS,OR ADDITIONS ARE TO BE FURNISHED TO OWNER AS PART OF CHANGE ORDER SUBMITTALS IN ACCORDANCE WITH THE GENERAL CONTRACT. WOOD & PLASTICS 5. COORDINATE LAYOUT DRAWINGS WITH HVAC,PLUMBING,ETC.AND PROVIDE PROPER WIRING AND ELECTRICAL OPERATIONS DIRECTION OF A LICENSED PROFESSIONAL • FOR ALL EQUIPMENT. ENGINEER,ARCHITECT OR LAND SURVEYOR,TO . DIVISION 6 6. ALL FLUORESCENT FIXTURES SHALL BE PROVIDED WITH WATT SAVER BALLAST AND T-8 LAMPS. SYMBOLS ABB REV IATI ON S ALTER THIS DOCUMENT IN ANY WAY.IF 7. ALTERED,THE ALTERING PERSON SHALL 1. ALL FRAMING LUMBER AND DETAILS OF WOOD CONSTRUCTION SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS-GRADE LUMBER MATERIAL HANDLING & STORAGE = ABOVE FINISHED FLOOR COMPLY WITH THE REQUIREMENTS OF NEW 'AND STEEL FASTENINGS(INCLUDING)SUPPLEMENT NO.1).ALL NEW FRAMING LUMBER FOR JOISTS AND LOAD BEARING STUD WALLS AND WOOD COLUMNS ELEVATION MARKER A.F.F.A. = BOARD YORK EDUCATION LAW 7209.2". SHALL BE DOUG FIR(NORTH)FB=1000 PSI. ALL LUMBER SHALL BE GRADE MARKED AT MILL AND SHALL BE SURFACE DRY. ALL EXTERIOR LUMBER TO BE 1. ALL MATERIALS SHALL BE PROTECTED FROM WEATHER WITH WATER-RESISTANT TARPS. BTW = BETWEEN • WESTERN CEDAR(Fb =725PSI) SITE WORK 2. ALL TARPS SHALL BE SECURED TO GROUND OR STRUCTURE TO PREVENT WIND UPLIFT. D SMOKE DETECTOR CANT = CANTILEVER 3. ALL MATERIALS SHALL BE STOCK-PILED NEATLY&IN AN ORGANIZED MANNER.LOSS OF MATERIALS DUE TO LACK OF CJ = CEILING JOIST DIVISION 2 ORGANIZATION WILL BE THE CONTRACTORS SOLE RESPONSIBILITY&COST. t CARBON MONOXIDE DETECTOR ELEV = ELEVATION 2. SHEATHING SHALL BE AS SHOWN ON DRAWINGS,AND WILL COMPLY WITH APPLICABLE RESIDENTIAL STANDARDS: W' EXT. = EXTERIOR 1. CONTRACTOR SHALL CLEAR&GRUB THE ENTIRE AREA AS REQUIRED TO FACILITATE THE CONSTRUCTION PROCESS.REMOVE ALL BRANCHES,STUMPS, ROOF SHEATHING-1/2"CDX,MAXIMUM SPAN 16"O.C. USE SOLID SHEATHING AT ALL EAVES AND VALLEYS. 4. SUBMIT LAYOUT DRAWINGS,MANUFACTURERS LITERATURE,CUTS AND SPECS.FOR ACCEPTANCE AND APPROVALS BEFORE / DIRECTION OF JOISTS SPAN F.F. = FINISHED FLOOR FJ = FLOOR JOIST T . DISPOSE OF OFF SITE. START OF WORK. SUB FLOOR TO BE 3/4"THICK T&G C-D INT-APA WITH EXTERIOR GLUE.MAXIMUM SPAN 24"O.C.FASTEN WITH FL. = FLOOR 2. CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL EXISTING SUBSURFACE UTILITIES&TAKE PROPER PRECAUTIONS NOT TO DISTURB THESE ITEMS. CONSTRUCTION ADHESIVE AND WOOD SCREWS. FND= FOUNDATION ARCHITECT'S SEAL: HAND DIG/EXCAVATE AS REQD.NOTIFY PROPER AUTHORITIES,INSPECTORS,AS REQUIRED BY LOCAL&STATE CODE. SECTION R904-MATERIALS XX WOOD POST FTC = FOOTING WALL SHEATHING TO BE 1/2"THICK CDX INT-APA WITH MAX.SPAN 24"O.C.UNLESS OTHERWISE NOTED ON ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SECTION OF THE CODE WHERE REFERENCING ROOF MATERIALS,COMPATIBILITY HDR = HEADER 3. BACKFILL SHALL BE ACCOMPLISHED IN LIFTS NOT TO EXCEED 12"IN DEPTH.COMPACTION SHALL BE AT A MINIMUM OF 95%OF THE MODIFIED PROCTOR DRAWINGS OF MATERIALS,MATERIAL SPECIFICATIONS AND PHYSICAL CHARACTERISTICS AND PRODUCT IDENTIFICATION. ® 3Y"STL.LALLY COL. HORIZ. = HORIZONTAL DENSITY AND AT OPTIMUM MOISTURE CONTENT.THE MATERIAL SHALL CONTAIN LESS THAN 12%PASSING THE#200 SIEVE. INT. = INTERIOR 3. CONTRACTOR TO VERIFY THAT BEAMS,JOISTS AND HEADERS,ARE APPLIED"CROWN UP". INSTALL A MIN.OF ONE CARBON MONOXIDE DETECTOR IN THE VICINITY OF SLEEPING AREAS.SINGLE AND MULTIPLE STATION ALARMS AS PER STATE CODE. FIBERGLASS INSULATION R.R. = ROOF RAFTER 4. CONTRACTOR SHALL STRIP&STOCKPILE ALL TOPSOIL LOCATED WITHIN THE CONSTRUCTION AREA LIMITS. 4. PROVIDE CROSS BRIDGING AT MAXIMUM 8'-0"O.C.FOR ALL WOOD JOIST. NO JOIST SHALL BE CUT OR NOTCHED WITH OUT PRIOR APPROVAL R904 4 PRODUCT IDENTIFICATION-ROOF COVERING MATERIALS SHALL BE DELIVERED IN PACKAGES BEARING THE MANUFACTURER'S STL. = STEEL 5. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO NOT DISTURB ANY EXISTING STRUCTURE,FOOTING&/OR FOUNDATIONS DURING EXCAVATION IDENTIFYING MARKS AND APPROVED TESTING AGENCY LABELS WHEN REQUIRED. TYP = TYPICAL VOR BACKFILLING.ANY UNDERMINING WHICH OCCURS DURING EXCAVATION SHALL BE REPAIRED VIA UNDERPINNING&SIMILAR PROCESSES. 5. FIRESTOP ALL CONCEALED SPACES TO CODE MF MECHANICAL EXHAUST FAN V.I.F. = VERIFIY IN FIELD R905.2,6 ATTACHMENT-ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER.FOR W/ = WITH THERMAL & MOISTURE PROTECTION NORMAL APPLICATIONS,ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP 6. DEMO-TEST FOR LEAD AND FOLLOW PROPER REMOVAL&DISPOSAL REQ'S,INCLUDING CERTIFICATION SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE.WHERE THE ROOF SLOPE EXCEED 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL DIVISION 7 SPECIAL METHODS OF FASTENING ARE REQUIRED. 1. ROOFER TO GUARANTEE MATERIAL AND INSTALLATION OF ALL ROOFING AS MANUFACTURER SUGGESTS&FOR 15YEARS MINIMUM,METAL FLASHING EXCEPTIONS:ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE FOR 5 YEARS.A WRITTEN GUARANTEE TO BE SUBMITTED TO OWNER PRIOR TO FINAL ACCEPTANCE AND PAYMENT. FOLLOWING CATEGORIES: CONCRETE 1.THE BASIC WIND SPEED PER FIGURE R301.2(4)IS 110 MILES PER HOUR OR GREATER AND THE EAVE IS 20 FRANK FAL I N 0 2. FLASHING TO BE ALUMINUM,COPPER OR,LEAD COATED COPPER,16 GAUGE TO BE LAPPED AND SOLDERED ACCORDING TO BEST PRACTICES. FEET OR HIGHER ABOVE GRADE. 2.THE BASIC WIND SPEED PER FIGURE R301.2(4)IS 120 MILES PER HOUR OR GREATER. DIVISION 3 3.SPECIAL WIND ZONES PER FIGURE R301.2(4). A 1. ELEVATION OF FOOTING BOTTOMS SHALL NOT BE LESS THAN 3'-0'BELOW EXISTING GRADE AND SHALL BE WELL DRAINED,PUMP AS REQUIRED. 3. GUTTERS AND LEADERS TO BE SEAMLESS ALUMINUM,COLOR PER SPECIFICATIONS.PITCH TO LEADERS. CONNECT TO SITE DRAINAGE AS DETAILED. R905.2.7.1 ICE PROTECTION-IN ALL OF NASSAU AND SUFFOLK COUNTY AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN TOGETHER OR OF A SELF-ADHERING 4�� EXHAUSTR 4. COLOR SAMPLES OF SIDING AND TRIM SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL. 2. ANCHOR BOLT SPACING FROM ENDS OF FOUNDATION WALLS SHALL BE 12"MAX&SPACED @ 30"OC MAX. POLYMER MODIFIED BITUMEN SHEET,SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVES EDGE TO A VENT C 5. INSULATION TO BE KRAFT,OR FOIL FACED FIBERGLASS BLANKETS OR AS INDICATED ON DRAWINGS. POINT 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 3. FOOTINGS TO BEAR ON UNDISTURBED SOIL(VIRGIN)OF ONE TON PER SQUARE FOOT BEARING CAPACITY. J 4. CONCRETE TO BE READY MIXED,AND NO CONCRETE SHALL BE PLACED UNDER 40 DEGREES FAHRENHEIT. DOORS & WINDOWS DOUBLE ROOF UNDERLAYMENT(FELT)FOR ROOFS>=2:12 AND<=4:12 HROOF 5. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO LESS THAN 4'-0"FROM ANY PIER AND A MAXIMUM OF 50'-0"APART. REINFORCEMENT SHALL DIVISION 8 I BE CONTINUOUS THROUGH CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION JOINTS. 2" 2" T 1. FIXED UNITS TO BE 1"INSULATED GLAZED UNITS WITH PROFILES TO MATCH ADJACENT UNITS. 6. SLABS ON GRADE SHALL BE PLACED BY STRIP PLACING METHOD(MAXIMUM WIDTH 20'X INFINITE LENGTH). WITH CONTROL JOINTS(SAW CUT)MAXIMUM 20.-0"O.C.). CONSTRUCTION JOINTS SHALL BE PLACED ALONG LENGTH OF PLACEMENT AND AT END OF PLACEMENT. 2. CONTRACTOR TO SUBMIT WRITTEN(1)ONE YEAR WARRANTY TO REPAIR/REPLACE DEFECTIVE MATERIALS OR WORKMANSHIP. WARRANTY PERIOD TO E BEGIN AFTER DATE OF FINAL ACCEPTANCE OF ALL WORK. EXIST. , EXIST. C 7. CONTINUOUS CONCRETE FOOTINGS ARE SHOWN.FOOTING STEPS AS PER REQUIREMENTS OF LOCAL BUILDING CODES. UNEQUAL BEARING IS NOT 1 112" 1 112" 1 112" LAV 1112 1112" 1112" 1 112' LAV 1 112 3. GLASS/GLAZING TO BE CLEANED PRIOR TO FINAL INSPECTION. RELOC.SINK RELOC DW WICST. ' EXIST. T PERMITTED. J FRANK FALINO 8. FURNISH 3500 PSI STONE AGGREGATE CONCRETE. ALL CONCRETE SHALL CONFORM TO ACI 301-95. 4. WOOD DOORS WILL BE FULLY WEATHER STRIPPED SIZES AS INDICATED ON THE DRAWINGS. DOORS TO HAVE U FACTOR OF.40 OR LESS,WITH 1"DOUBLE 2 .J-� ARCHITECT, PLLC INSULATED GLAZING AS INDICATED. SECOND FLOOR ZT EXIST. C 2 c EXIST. DESIGN & CONSTRUCTION 9. ALL REINFORCEMENT OTHER THAN MESH SHALL BE DEFORMED TYPE INTERMEDIATE GRADE BILLET. 5. ALL DOORS TO BE HUNG WITHIN 48 HOURS AFTER DELIVERY. DOORS THAT HAVE WARPED PRIOR TO INSTALLATION ARE TO BE REPLACED AT NO COST - - TUB - - y - - I SHOWER I _ 10. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. TO OWNER.SEE DOOR SCHEDULE. 2" 1 112" 3" 3" 1 112" 2" 16 Harbor Road 11. TEMPERATURE REINFORCEMENTS,SPLICES,SUPPORTS FOR REINFORCEMENTS SHALL CONFORM TO REQUIREMENTS OF ACI-318,2008 6. HURRICANE GLASS NOT REQUIRED AS BUILDING IS GREATER THEN 1 MILE FROM COAST LINE. , Port Washington, NY 11050 FINISHES Tel. 631-375-5511 12. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 40 DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON-CONTINUOUS ENDS. 4" 4" REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH SP-66(04) DIVISION 9 FALINO@OPTONLINE.NET • 2" 13. PROVIDE TWO#6 BARS FOR ALL SIDES AT OPENINGS IN CONCRETE WALLS UNLESS OTHERWISE NOTED.EXTEND BARS 2'-0"BEYOND OPENINGS,HOOK 1. MATERIAL TO BE DELIVERED TO JOB IN ORIGINAL CARTONS OR BUNDLES,AND STORED IN DRY AND PROTECTED AREA,AWAY FROM THE ELEMENTS. ENDS. CLIENT INFO: 14. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS REQUIRED BY MECHANICAL TRADES.OPENINGS SHALL BE PLACED SO THAT STRENGTH OF 2. GYPSUM WALL BOARD SHALL BE 1/2"OR AS INDICATED ON DRAWINGS. STRUCTURAL MEMBERS IS NOT AFFECTED. 3. WATER RESISTANT WALL BOARD SHALL BE SHEETROCK MIR OR EQUAL. 11/2" 11/2" 11/2" 11/2" Osborne-Grella Residence LAV 15. MAINTAIN A MAXIMUM SLOPE OF ONE VERTICAL TO TWO HORIZONTAL BETWEEN BOTTOMS OF ADJACENT FOOTINGS,INCLUDING BOTTOM OF EXISTING 4. CONCRETE GLASS FIBER REINFORCED BOARD SHALL BE WONDERBOARD WALL SYSTEM 36"X48"X7/16"AS MANUFACTURED BY MODULARS INC.,OR NEW WC (NEW 1200 First Street ' FOOTINGS. EQUAL. INSTALL AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. PROVIDE CONTINUOUS 6 MIL VAPOR NEW New Suffolk, New York BARRIER AROUND SHOWER ENCLOSURE. FIRST FLOOR - NEW TUBHER - - MASONRY DIVISION 4 5. METAL TRIM,ACCESSORIES,INCLUDING CORNER BEADS,CASING BEADS,AND EDGE TRIM, SHALL BE STANDARD TYPE GALVANIZED STEEL AS INDICATED 1 112" 2.. 1 112" ON DRAWINGS. 3" 1. ALL CONCRETE BLOCK SHALL BE LOAD BEARING AND SHALL CONFORM TO ASTM STANDARD C-90 GRADE N UNITS. 6. FASTENERS FOR ATTACHMENT OF GYPSUM BOARD TO WOOD STUDS AND FURRING,SHALL BE CADIUM PLATED OR EQUAL RUST PROOF TREATED. / PROJECT TITLE: TYPICAL USG BRAND DRYWALL NAIL OR EQUAL USING SELF TAPPING SCREWS FOR ATTACHMENT TO METAL FURRING CHANNELS. �4" OSBORNE-GRELLA RESIDENCE 2. FILL BLOCKS SOLID UNDER CONCENTRATED LOADS IN ALL BLOCK WALL ABOVE AND BELOW GRADE.ALL ANCHORAGE PLACED IN MASONRY TO BE FILLED PROJECT DESCRIPTION: SOLID WITH CONC. 7. CONTRACTOR TO SUPPLY ALL LABOR AND MATERIALS FOR A COMPLETE MUD INSTALLATION ON ALL TILE FLOORS.UNLESS OTHERWISE NOTED ON DRAWINGS _ ADDITION 3. PROVIDE VERTICAL CONTROL JOINTS IN BLOCK WALL 30'-0"O.C.MAXIMUM USING PREMOULDED FILLER AND JAMB BLOCK UNLESS OTHERWISE DETAILED ALL PLUMBING SHALL BE ON DRAWINGS. 8. PREPARE ALL INTERIOR SURFACES;CLEAN,CAULK,SANDPAPER,ETC.,PRIOR TO PAINTING. INSTALLED ACCORDING TO THE PHASE: 4. ALL BLOCK WALLS SHALL BE CONSTRUCTED WITH GALVANIZED WALL REINFORCEMENT TO BE TRUSS TYPE(9)GAUGE)AND PLACED 1'-4"O.C. 9 PROVIDE PROTECTION(DROP CLOTHS,PLASTIC SHEETS)AND CLEAN ALL SPOTS CAUSED BY THE WORK. NYS PLUMBING CODE. PLUMBING 1 112 C.O. VERTICALLY,WIDTH AS RECOMMENDED BY MANUFACTURER. CONTRACTOR SHALL PAY ALL / I CONSTRUCTION DOCUMENT 10. COLOR ARE TO BE APPROVED AND SELECTED BY ARCHITECT&OWNER.CONTRACTOR TO SUPPLY SAMPLES FOR APPROVAL, FEES & FILE ALL PERMITS. 5. NO MASONRY CONSTRUCTION TO BE INSTALLED UNDER 36 DEGREES FAHRENHEIT,NO CINDER BLOCK PERMITTED.BLOCK TO BE CLEAN AND PLUMB. CHECKED BY: ISSUE DATE: THERE SHALL BE NO DIMENSIONAL VARIATION IN EXCESS OF 1/4". 11. ALL MATERIALS TO BE BROUGHT TO JOB IN ORIGINAL PACKAGING AND MIXED ON-SITE. FF 07/2012 6. USE TYPE M CEMENT MORTAR,ALL MEASURED BY VOLUME PER ASTM C270-73. 12. BACK PAINT ALL EXTERIOR WOOD TRIM. DRAWN BY: CURRENT DATE: 13. EXTERIOR WOODWORK TO BE PRIMED COMPLETELY,PRIOR TO INSTALLATION,. NO EXTERIOR STAINING TO BE DONE WHEN THE TEMPERATURE IS 7. ALL NECESSARY WIRING,ANCHORING DEVICES,INSERTS AND ITEMS RELATED TO OTHER TRADES,ATTACHING TO CONCRETE,SHALL BE INSTALLED BY FRESH AIR �I MASON CONTRACTOR. TMD 4/27/15 BELOW 50 DEGREES FAHRENHEIT,UNLESS PRIOR APPROVAL IS GRANTED. ALL SURFACES ARE TO BE DRY AND OUT OF DIRECT SUNLIGHT WHEN PAINTED. HARDWARE AND FINISHES TO BE MASKED TO PREVENT DAMAGE FROM PAINTING. RECEIVEC.• 8. MASONRY REINFORCEMENT GALVANIZED TRUSS DESIGN SIMILAR TO OUR-O-WALL OR EQUAL,TO HAVE NO.9 SIDE BAR X NO.9 CROSS BARS. DRAWING TITLE: REINFORCEMENT SHALL BE OF WIDTHS RECOMMENDED BY MANUFACTURER FOR VARIOUS WALL THICKNESS'REQUIRED,NO LESS THAN 5/8"MORTAR COVER OVER THE SIDE RODS,HEAVIER GAUGE REINFORCEMENT SHALL BE USED FOR FOUNDATIONS AS NOTED. JUL 2 Z 20 15 EXISTING HOUSE TRAP FLOOR PLANS ZONING BOARD OF APPEALS 0.11 PLUMBING RISER DIAGRAM SHEET NO: NTS WINDOW NOTE: B " ) If house is in a wind-borne debris region, all new windows ASPHALT ROOF SHINGLE NOTES FILE LOCATION: NAILING S C H E D U E ( EXPOSURE and glass doors shall meet the requirements of the large 1. Asphalt roof shingles shall have self-sealing strips or shall be (PER WFCM 2001) missile test of ASTM 1996 and or ASTM E 1886. interlocking and shall comply with the requirements of ASTM D-225 OR or D-346, installed in accordance with sect.R905.2 NUMBER OF The Contractor shall provide pre-cut 1/2" plywood panels to 2. All fasteners for asphalt roof shingles shall be galvanized steel, JOINT DESCRIPTION NAIL SPACING stainless steel, aluminum, or copper roofingnails. Fasteners shall be minimum REVISIONS: COMMON NAILS cover theglazed openings & shallpre drill edges to accept pp P 12 gage shanked with a minimum 3/8" dia. head, and of sufficient length 2-Y2 #8 wood screws 16" for panel span less than or to penetrate through the roofing materials 3/4" and into the sheathing. NO. DATE DESCRIPTION ROOF FR AMING equal to 6'; © 12"o.c. for panel span 6'-* to. 3. Asphalt roof shingles shall have the mimimum number of fasteners as � CODE ANALYSIS required by the manufacturer. , I\ 4/27/15 REVISION RAFTER • TOP - • • :• PER RAFTER 4. For normal applications, asphalt roof shingles shall be secured to the roof OCCUPANCY: with no less than four (4) fasteners per strip shingle or two (2) fasteners PER JOIST Residential-Single Family Detached per individual shingle. JOISTCEILING • •- - • • 5. Asphalt strip shingles shall have a minimum of six (6) fasteners per shingle REFERENCE STANDARDS: where the eave is 20 feet or higher above grade or where the base wind JOISTCEILING • • Residential Code of New York State (2007 EDITION) speed is 120 mph or greater. SLOPE:RAFTER E Wood Frame Construction Manual AF & PA (2001 EDITION) Climate Zone: 11B EACH LAP Degree Days: 5750 9:12 AND GREATER 4 - 16c1 DESIGN LOADS: SIMPSON CS��O SIMPSJN CS20 SI'IPSON CONNECTOR OR JOIST - • • 60 psf DBL TCP PLATE CONN_CTOR OR M:Tc2a Decks/Balconies:CEILING : 20 psf (2) h 2 R?OF �CCNNFC, ) (2) H? R OF SLOPE:RAFTER Rooms other than Sleeping Rooms: 40 psf 2X4 CRI SND\OC l ' 1 T SLeeping Rooms: 30 psf y` - = EACH LAP Stairs: 40 psf '1 I IMPSON } ISSUED TO: Handrails: 200# LSTA2i - 04/04/13 MTG. WITH NEW SUFFOLK AND GREATER Roof: 20 psf; ground snow load 20psf CONNECTOR 05/01/13 MTG. WITH REILLY Basic Wind Speed: 110 mph 05/13 OWNER FOR REVIEW - COLLAR TIE TO RAFTER (FACE-NAILED) Uplift: 22 psf 07/03/13 FILING SET 4:12 4 - 10d RAFTER SLOPE: 3:12 5 - 10d Dead Loads: 10 psf 4 -0 TO 12 -0 I '� 4'-0" 11/12/13 FILING SET 5:12 3 - 10d PER TIE DEFLECTION LIMITS: MAX. I DISCLAIMER: 6:12 AND GREATER 3 - 10d Rafters with no finished ceiling attached: L / 180 V - DRAWINGS ARE THE PROPERTY OF FRANK Floors: L / 360 '� FALINO,ARCHITECT,PLLC.AND SHALL NOT BE BLOCKING TO RAFTER (TOE-NAILED) 2 - 8d EACH END ENERGY NOTES -able 3.9A Rafter/Ceiling Joist Heel Connection FRANKFALINO,ARCHITECT,PLLC RIM BOARD TO RAFTER (END-NAILED) 2 - 16d EACH END 1. Calculations are valid upto 5999 degree days. Requirements for 20 psf Roof Live Load g y -NO slick UPEIF SIMPSON "WARNING:IT IS A VIOLATION OF THE NEW YORK CONN TonREOI.rD THIS 2. Certified conformance for Zone 11B. Roof Span (ft.) AREA MSTC28 EDUCATION LAW SECTION 7209.2 FOR ANY WALL FR AMINO 3. Wood framed floors, walls and ceilings shall have an approved / CONNECTOR \ PERSON,UNLESS HE IS ACTING UNDER THE vapor barrier (permeance rating of 1.0 perm) installed on the i' . WRAPPED "warm in winter" side of thermal insulation. 12 24 36 AROUND DIRECTION OF A LICENSED PROFESSIONAL TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d1 PER FOOT 4. Windows and sliding doors shall have a max. air infiltration SIMPSON BOTTOM PLATE ENGINEER,ARCHITECT OR LAND SURVEYOR,TO ratingof 0.3 CFMper square foot of window area. Swinging Rafter Rafter of 16d Common LSTA21 ALTER THIS DOCUMENT IN ANYWAY.IF •- - • .. JOINTS -EACH SIDE q g g CONNECTOR HEADER TIE DOWN DETAILS doors shall have a max. air infiltration rate of 0.5 CFM per Slope Spacing nails per Heel Joint WRAPPED ALTERED,THE ALTERING PERSON SHALL square foot of door area. (in.) Splice AROUND DETAIL 6 COMPLY WITH THE REQUIREMENTS OF NEW STUD • .. 24" O.C. 5. Skylight shafts shall have a minimum insulation value of R-19. p BOTTOM PLATE YORK EDUCATION LAW 7209.2". 6. Garages - front, sides, doors, interior shall have max. U=.40 HEADER • HEADER .• 16" OC ALONG EDGES 7. All fireplaces hall be provided with a damper for outside combustion 12 4 7 10 Table R301.5 air 150-200 CFM. All flues shall have tight seated damper with 3: 12 16 5 9 13 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TOP OR BOTTOM PLATE TO STUD (END-NAILED) .. PER STUD a max. air leakage of 20 CFM. All fireplaces shall have tight- 24 7 13 19 (in pounds per square foot) fitting non-combustible doors. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING •• PER FOOT 8. The Contractor shall submit the design, size and type of mechanical 12 3 5 8 „-SON FACE-NAILED systems which will be used, in sufficient detail, as required by USE H2 HURRICANE (FACE-NAILED) 4: 12 16 4 7 10 cup ®is• the Building Department. ElxitV iSr°1N1conies 60 9. All thermostas shall be adjustible from 55 degrees to 85 degrees 24 5 10 15 ,•♦••♦♦♦''���, ♦♦ FLOOR FR AMING Farenheit. ' '�A. A. A. A. A. A. ��1 ��e1�`I, ARCHITECT'S SEAL: 10. All ducts and pipes shall be insulated as required by code. 12 3 4 6 Decks 40 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d PER JOIST 11. HVAC Contractor shall verify heat loss calculations. 5: 12 16 3 6 8 12. All cellar and/or basement doors shall be insulated. 24 4 8 12 Passenger Vehicle Garages 50 BRIDGING TO JOIST (TOE-NAILED) 2 - 8d EACH END 13. The Engineer certifies that to the best of his knowledge, belief, andI professional judgement that the plans are in compliance with• 12 3 3 5 Attics without Storage 10 BLOCKING TO JOIST (TOE-NAILED) 2 - 8d EACH END the Energy Conservation Construction Code of New York State. (August, 2007) 7: 12 16 3 4 6 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 16d EACH BLOCK SAFETY GLASS REQUIREMENTS 24 3 6 9 Attics with Storage 20 RAFTER/TOP PLATE CONNECTION DETAIL LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d EACH JOIST SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: 12 3 3 4 Rooms other than sleeping rooms 40 DETAIL 3 9: 12 16 3 3 6 1. Any glazing in any door type 24 3 5 7 Sleeping rooms 30 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d PER JOIST 2. Glazing in any walls enclosing a shower, tub, sauna or steam room.* BAND JOIST TO JOIST (END-NAILED) 3 - 16d PER JOIST 3. Any windows within 24" of a door.* 12 3 3 3 Stairs 40 VERFRAMIN 4. Any individual pane of glass with an area greater than 9.0 sq. ft. 12: 12 16 3 3 4 ROOF RAFTERS 07 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d PER FOOT where the bottom is less than 18" above the adjacent finish floor 24 3 4 5 Guardrails and handrails 200 �� �� within 36" of the window. liA •� � 3/8. 0 LAG . ` BOLTOEACHR O O SHEATHING 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-0" tr ti\drakiiiiAlkit, ROOFRAFTERFRANK FALINO of the water. Table 3.2B Sill or Bottom Plate to Foundation• 5 " ` ,,1",#* � •����6• Glazingin stairwa s and landin s within /8 o Anchor Table 3.4A Rafter/ceiling Joist to Top Plate Lateral and �; 1 � PANEL INTERMEDIATE Y 9 3 0 horizontally of a Bolt ` ,��1, ►P��1d A STRUCTURAL PANELS: EDGES SUPPORTS walking surface.* Table 3.20 Connections Resisting Lateral Uplift & Shear Loads Shear 441A l'.. it ; 5 12" * THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF (110mph) Connection Requirements (110mph) Sv,�``�� . - 4" WIDER R INTERIOR ZONE 8d 6" Alternative to Table 3.2 F?r Cri rive A�t r tl o Table . A) .��/✓'� THAN RR THE GLASS IS MORE THAN 60 ABOVE THE FLOOR. (Prescriptive ) Rafter Wall FIcRi N�mbel`"a dad common Halts PERIMETER EDGE ZONES :. 6" Foundation Maximum Anchor slMPsoN 6" Supporting Zone Bolt Spacing (in.) Ceiling Joist (ft.) (Toenailed) Required in each GENERAL CONSTRUCTION CTI ON NOTES Spacing 0EACHLE . ROOF GABLE ENDWALL RAKE WITH LOOKOUT BLOCK :. 4" 4" S acro Rafter and/or CeilingJoist � EACH ROOF ROOF RAFTERS I..I RAFTER 8' (in.) to Top Plate Connection I 1. All work shall conform to the requirements of the Residential Code of New York State; 1-3 Story End Zones 39" CEILING SHEATH I N G all work shall also conform to the requirements of any other Codes and authorities 12 8-10 2 having jurisdiction. The Contractor shall obtain and arrange for all required permits, GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD inspection, certificates and tests. 16 8 3 FALSE VALLEY CONNECTION DETAIL E WALL SHEATHING 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity, contractor 1-3 Stories Interior 10 3 DETAIL 4 C shall have the level of acceptable bearing strata verified in the field. zone 45 24 8 4 FRANK FALINO T STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE 10 4 EDGES SUPPORTS 3. Concrete has been designed in accordance with ACI 318-02 "Building Code Require- ARCHITECT, PLLC INTERIOR ZONE 6 8d 6" 12" recommendationsments for uof ACIral n 301e"9All�Spec'fications fork hall Structu Stm to ructural Concree requirements foBuildings" Table R301.2.1.2 Wind-Borne Debris Protection FasteningDESIGN & CONSTRUCTION Table 3.4B Uplift Strap Connection Requirements 4' EDGE ZONE 6 8d I (fc" = 3000 psi); All exposed slabs,garage slabs, and steps shall be 3500psi air-entrained. (110mph) Schedule for Wood 6" 12" P ) P 9 P Slruc tur al Pun�lS 16 Harbor Road Reinforcing steel shall conform to ASTM A-615 Grade 60. Table 3.6A Ridge Tension Strap Connection Requirements (Roof-to-Wall, Wall-to-Wall, and Fastener Spacing Port Washington, NY 11050 FIBERBOARD PANELS: (110rrlph) W ll-to-Fou da to ) 4 foot 6 foot Tel. 631-375-5511 7/16" 6d 3 3" EDGE 6" FIELD 4. All framingmembers shall be Hem-Fir #1 (Fb = 975 si ; provide (2) 2x8 header Roof Pitch Roof Span(ft.) # of 8d nails in each end 1-raming Koot ft. of d na'Ls in e h end{ / / P ) ( r�s ipt#v " e4/ v0e to alcabVe 3.4) Fastener Panel Span < Panel Span < Panel Span 25/32" 8d 3 3" EDGE / 6" FIELD over all wall openings, unless otherwise noted. of 1 1/4" 20 gage strap Spacing o /r gage s rap Type < 4 Foot < 6 Foot < 8 Foot (in.) - - FALINO@OPTONLINE.NET GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD 5. Micro-lam girders (ML) shall be laminated veneer lumber with E=1,900,000 PSI. 3: 12 12 2 12 2 Fb = 2,600 PSI, as manufactured by TRUS-JOIST McMILLAN. 16 2 16 2 2-1/2 #8 16" 16" 12" CLIENT INFO: PARTICLE BOARD PANELS 8d SEE MANUFACTURER 20 3 20 2 wood screws 6. Double frame around all openings, under parallel walls and under bathtubs. Provide 24 3 12 24 2 F L 0 0 R SHEATHING Simpson hanger connections at all flush structural load bearing conditions. 28 4 28 2 Osborne-Grella Residence 32 4 32 3 STRUCTURAL PANELS: 7. All concrete block shall conform to ASTM C90; Mortar shall be type "M" 36 5 36 3 1200 First Street 1" OR LESS 8d 6" EDGE / 12" FIELDNOTE: New Suffolk, New York GREATER THAN 1" 10d 6" EDGE / 6" FIELD 8. All steel work shall conform to the requirements of the AISC "Specifications for Design, Fabrication and Erection of Structural Steel for Buildings . Steel shall conform 4: 12 12 2 12 2 ALL STRAPPING SHALL BE 1Y4 X 20 GAGE(SIMPSON16 2 16 2 CS20 OR EQUAL) AND SHALL HAVE A MINIMUM to ASTM A-572(GRADE 50) and A-501 NAILING NOTES 20 2 20 2 BEARING OF 12" ALONG RAFTER/STUD/JOIST 9. All electrical work shall conform to local NEC and Underwriters Laboratory requirements. 24 3 16 24 3 FACE (TYPICAL FOR ALL CONDITIONS) PROJECT TITLE: 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL EDGE. IF WALL 10. Pre-fabricated fireplaces and flues shall be UL approved. 28 3 28 3 OSBORNE-GRELLA RESIDENCE SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS 32 4 32 3 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED 11. Install smoke detectors and carbon monoxide detectors in accordance with all 36 4 36 4PROJECT DESCRIPTION: TO MAINTAIN THE LOAD PATH. state and local code requirements. PROVIDE 6 MIL VAPOR BARRIER UNDER 2" CONCRETE SLAB. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE ELECTRICAL EQUIPMENT & WIRING SHALL BE INSTALLED IN ADDITION PERMITTED TO BE REDUCED TO 1 - 16d PER FOOT. 5: 12 12 1 12 2 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK IBC FOR ADDITIONAL 12. The Contractor shall verify all existing conditions before starting construction and 16 2 16 2 NEW YORKCSTATEH CHAPTERS 33-42 OF THE RESIDENTIAL CODE OF PHASE: shall notify the engineer of any ambiguities or discrepancies before proceeding with the 20 2 20 3 REQUIREMENTS. work. If anyquestions arise before or duringconstruction as to the intent or details of THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. 24 2 19.2 24 3 CONSTRUCTION DOCUMENT the drawings, the contractor shall call the engineer, Thomas D. Reilly, atCHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK. 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE 9g y, (631) 28 3 28 3 ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 724-7888 for clarification and/or instructions. If the contractor fails to follow the 32 3 32 4 EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALL IN CHECKED BY: ISSUE DATE: 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE above procedure, he shall assume all responsibility for the consequences of his actions 36 3 36 4 ACCORDANCE WITH SECT.R613.5. FF 07/2012 USED. and/or decisions. IN ALL FRAMED WALLS, FLOORS, AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A MOISTURE VAPOR 13. The owner shall arrange for supervision of the construction work to insure 6: 12 12 1 12 3 RETARDER SHALL BE INSTALLED ON THE WARM-IN WINTER SIDE OF DRAWN BY: CURRENT DATE: THE INSULATION IN ACCORDANCE WITH SECT. R318. compliance with the contract documents. 16 2 16 3 TMD 4/27/15 20 2 20 3 WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD 14 When using ACQ pressure treated lumber all nails,screws,sill plates and 24 2 24 24 4 CLASSIFICATION OF NOT GREATER THAN 200 WITH A DRAWING TITLE: wind straps must be hot dipped galvanized or stainless steel fasteners 28 2 28 4 SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECT. R315, CLIMATIC 8c GEOGRAPHIC DESIGN CRTIERIA 32 _ 3 32 5 36 3 36 5 INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN FRAMING DETAILS, SCHEDULES GROUND WIND SEISMIC SUBJECT TO DAMAGE BY WINTER ICE SHEILD AIR 450 IN ACCORDANCE WITH SECTION R316. SNOW (SPEED IN DESIGN DESIGN UNDERLAY- FLOOD FREEZING EGRESS WINDOW SCHEDULE (ALL SLEEPING ROOMS) 7: 12-12: 12 12 1 WEATHER- =ROST LINE ENT HAZARDS INDEX 16 2 INTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH SECTION LOAD MPH) CATEGORY INC DEPTH TERMITE DECAY TEMP. REQUIRED FLOOR ROOM NAME REQ'D CLEAR OPENING PROVIDED (S.F.) R702 AND EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH SHEET NO: FIRST 5.0 <5.7 20 2 SECT. R703 MOD, TO SLIGHT TO SECOND 5.7 <5J 24 2 20 PSF 110 "C" SEVERE 3'-0" HEAVY MODERATE 11' YES N/A 618 28 2 RECEIVED SECOND 5.7 <5.7 32 3 AIMS I 36 3 JUL 2 2 2015 ZONING BOARD OF APPEALS II I PARALLAM GIRDER(W LMAN ) FILE LOCATION: STAINLESS STEEL H-3 HANGERS(TYP. CONSTRUCTION SEQUENCE: @ EA.F.J.TO GIRDER CONNECTION) NOTE: / 1. LIFT EXISTING SECOND FLOOR AND ROOF STRUCTURE PROVIDE RESIDENTIAL AUTOMATIC FIRE SPRINKLER 2. DEMOLISH EXISTING FIRST FLOOR SYSTEM THROUGHOUT REVISIONS: 2X12@16" ,X1)(/ 2X12@16" 3. CONSTRUCT FOUNDATION IN ACCORDANCE WITH FEMA REGULATIONS ACCORDING TO SECTION 903 OF THE 2010 RCNYS & NFPA 13D NO. DATE DESCRIPTION _ ,---L 4. CONSTRUCT NEW FIRST FLOOR ON NEW FOUNDATION CONCRETE COLUMN 0 4/27/15 REVISION 5. LOWER EXISTING SECOND FLOOR ONTO NEW FIRST FLOOR . .. ..\ AT EXTERIOR MUD ROOM (2)112"DIA.A.B. \ AND SOUTH ELEVATION WALLS ONLY. HELICAL PILE NOTES 8. THE HELICAL PILE SHALL BE CONNECTED TO THE STRUCTURE USING 12"X 12"CONC.PIER W/(4)#5 A PTS APPROV1 ED STEEL BRACKET OR CAP PLATE AS 1' t VERTICAL REBAR AND#3 r� @ 8" 1. ALL PILES SHALL BE PATENTED HELICAL PILES AND APPURTANCES AS \ I I THE CASE MAY BE AS SHOWN ON DESIGN ENGINEERS PLAN. THESE \ a _ _ _ _ _ _ '11111IA s FURNISHED BY PREMIUM TECHNICAL SERVICES. _ __ =1�1=i>UIII=111111=Imo.=11WII CONNECTION DEVICES SHALL BE CAPABLE OF SAFELY TRANSFERRING EXIST.FENCE \ I - -=--------I- -®-�_�®- LOOSE STONE FILL I \ a I =IIIISI �_ -®_ OVER FILTER FABRIC 12"WX 6"D CONT.CONC.SLAB AT PERIMETER 2. HELICAL PILE LEAD SECTIONS SHALL BE MODEL PTS-0060 WITH THE STRUCTURAL LOADS TO THE HELICAL PILE. \ q II•=11111 11111=1111= ��__®- I� (BEYOND) FOR BREAKAWAY WALL SUPPORT A 2.00" SQUARE SHAFT AND 1 6" (1)8"AND 1 10" DIAMETER HELIX. I GRADE O ' O O 9. WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACH \ a II =1111=1111! III11=1 #5 REBAR 10"O.C.VERT. -E=11 II=® "II' •• • - - � �a0� U6 LEAD SECTIONS SHALL BE 5.5' LONG. HELIX PILE EXTENSION MAY BE \ = =1-` @ 1 —li�l-I-= ISSUED TO: HELICAL PILE. THESE RECORDS SHALL INCLUDE BUT ARE NOT •la= -1. #5 REBAR @ 18"O.C.HORIZ. I-E1=�1=® II Lu APPROXIMATE 5',7', OR 10' LONG DEPENDING ON VERTICAL CLEARANCE. EXIST.BASE % ° I — III-1 I =®_®_ 'I ,, 04/04/13 MTG. WITH NEW SUFFOLK LIMITED TO THE FOLL0111 NG: '% _;-ll #5 REBAR @ 10"O.C.VERT. #5 REBAR @ 18"O.C.HORIZ. mill- 16 3. HELICAL PILES, EXTENSIONS AND APPURTANCES SHALL BE HOT ' a I illi Li". 05/01/13 MTG. WITH REILLY � GRADEI s � --.=7-=.1_ ii�l" igll= = II o 4AN A. PROJECT NAME ANDIOR LOCATION. QI _11111- 1"RIGID INSUL. "' illllII ° 05/13 OWNER FOR REVIEW 12"X 12"CONC.TIE DIPPED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. -\-SIIINIII =N-VIIIIII„ I - q O Q B. NAME OF CONTRACTOR'S FOREMAN OR REPRESENTATIVE WHO ""'�" _"-"'�' '_"" "="'-" , 1 07/03/13 FILING SET o " BEAM W/4#5 CONT. BACKFILL 4.ALL PILE INSTALLATION OPERATIONS SHALL BE SUPERVISED SED BY A I NEW 8"WALL 11/12/13 FILING SET CO ��_ WITNESSED THE INSTALLATION. a LI 1"RIGID INSULATION REINFORCED SEPTIC— — N.Y.S. LICENSED ENGINEER COMMISSIONED BY THE PILE INSTALLER. SYSTEM WALL DISCLAIMER: to — — o C. DATE AND TIME OF INSTALLATION a a THE INSPECTOR SHALL KEEP A COMPLETE RECORD OF THE PILE o I DRAWINGS ARE THE PROPERTY OF FRANK — ; — D. LOCATION AND REFERENCE NUMBER OF EACH PILE. " ". I. FALINO,ARCHITECT,PLLC.AND SHALL NOT BE • INSTALLATION OPERATION. 1 #5 REBAR @ 8"O.C.EACH WAY #5 REBAR @ 8"O.C.EACH WAY ——— REPRODUCED WITHOUT THE PERMISSION OF 5. HELICAL PILES SHALL BE INSTALLED TO A MINIMUM DEPTH OF 20',AND A E. DESCRIPTION OF LEAD SECTION AND EXTENSIONS INSTALLED. a ° 1 f II � =__ I I FRANK FALINO,ARCHITECT,PLLC 2'-0" F. OVERALL DEPTH OF INSTALLATIONS REFERENCED FROM THE BOTTOM ,--it - _ ' _ _ - -� ''' I 4 ID "WARNING:IT IS A VIOLATION OF THE NEW YORK MINIMUM CAPACITY OF 15 TONS (WORKING LOAD) • a --- OF GRADE BEAM OR PILE CAP. EDUCATION LAW SECTION 7209.2 FOR ANY N N______, 6"x 6"x 1/z" 6. HELICAL PILES SHALL BE INSTALLED AS SHOWN ON THE ENGINEER'S PLAN. c`p PERSON,UNLESS HE IS ACTING UNDER THE G. TORQUE READING FOR THE LAST THREE FEET OF INSTALLATION IF DIRECTION OFA LICENSED PROFESSIONAL :I. CAP PLATE ALL CHANGES IN PILE LOCATION MUST BE APPROVED BY THE DESIGN ENGINEER. PRACTICAL. IN LIEU OF THIS REQUIREMENT, THE TERMINAL c,� ENGINEER,ARCHITECT OR LAND SURVEYOR,TO ' 7. IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING TORQUE SHALL BE RECORDED AS A MINIMUM. THIS DOCUMENT IN ANY WAY.IF INSTALLATION, THE CONTRACTOR SHALL HAVI E THE OPTION OF ALTERED,THE ALTERING PERSON SHALL REMOVING THE OBSTRUCTION IF POSSIBLE OR RELOCATING THE PILE H. ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION. COMPLY WITH THE REQUIREMENTS OF NEW ' 10. THE INSTALLER'S N.Y.S. LICENSED PROFESSIONAL ENGINEER MUST YORK EDUCATION LAW 7209.2". WITH THE DESIGN ENGINEER'S APPROVAL. THE LATTER OPTION MAY A CERTIFY THE PILE INSTALLATION RECORD. DETAIL DETAIL DETAIL REQUIRE THE RELOCATION OF ADJACENT PILES.0 Scale: 1/2 = l'-0" B Scale: 1/2" = V-0" Scale: 1/2" = V-0" 39'-9" i y 21'-6" 17'-2" ARCHITECT'S SEAL: EXIST.SPOT EL. +6.0' ! - i •EXIST.SPOT EL. +5.1' � -007 p_L J Ng !�- '� Hp +-�- -�,+ HTP i+ #1I #3 . — #4 �_�— --�_rr —LI_rr J m -�—rJ 1 I I STUB UP CONC TO I I12"X 12"CONC.TIE I I SUPPORT BREAKAWAY o — ( 1 BEAM W/4-#5 CONT. I I WALL(ONLY) o I I „i BETWEEN PILE CAPS I I o (TYP @ 2) o I I2 0 I i BELOW GRADE 1 o I I • 12"X12"CONC.PIER 0 #5 > IJ— I VERTICAL REBAR••EBAR > ,-NNEW 8'-0"X 2'-0"X 1'-6" �) PILE CAPS,TYP.6.REFER @ 8"O.C.HORIZONTAk• WI I S) I C, PILE: 2'-0" I PILE B I o HELICAL PILE :FLOW= I PILE B I FRANK FA L I N O q I I TO DETAIL z/A-1, '� '� q I I - M _ \ M I I • HP o -_. HP I o HP, ,� J HP #5 I —— - #6 `� #7 r -1- A #8 I R q I I 2'0"X 2'-0"X1'-6" o M ADD(2)NEW 5 TON / / M 1:-7,L,' PILE A I / TYPICAL FTG.SIZE I PILE A I ¢ I PILE A I C PILES. REFER TO �� u I / I ,. H Li— I DETAIL 2/A-1 / / I — GRAVEL o H-P o I I o / / GRAVEL ' i i T M I I / / ri-LI 1 El—H GRAVEL / / 1-1-L'I o I �� ,� I / / I I w I PILE B I PILE B PILE B I / / I I I I �`'— '9 I I I M I I —= _j I NOTE: FRANK FALINO T L J L_ - ----------- �--4- #12 12"x12" STEEL REINFORCING TO ARCHITECT, PLLC HP I -�-}- #10 I ---- - I VIlidp •- ._ _———_—_—— I CONC.PIER FOLLOW DETL'S. DESIGN & CONSTRUCTION o Y / I 'TINE UP W/BM ABOVE I�-i� o 1° w I I " 16 Harbor Road M I I M { I m 1 PLEA I Port Washington, NY 11050 PIM A I 8'-10� 1 3'-11" M ` { PILE A I (0 I N. Tel. 631-375 5511 Pt ' ( I -�NEW 8'0"X2'0"X1'6" Li i - I 0 PILE CAP _r Ii; r— I y-1 16"X 8"FTG. I I 0 0 EXISTING 10 TON PILE FALINO@OPTONLINE.NET CAST I 'LACE I o I I • I I I I - ¢ ADD 5 TON PILE CONCRETE STEPS I I I I ` • I STAIR 1 .. -- 8"P.C.WALL I I o ADD 5 TON PILE J a ..Q �— CLIENT INFO: I PLATFO I <a `' a �. a. < OD ` a. a d. a a G 8-8' II • I �"�• . I 12'-10 Z I I 17'-2" , • d. • •_ _ Osborne-Grella Residence o • 1 I I • 1200 First Street •A 1 a If—� ---� �- �11 LI T c� I i i HP EXIST.SPOT EL. +5.. OP 1 ENI New Suffolk, New York I #13 . 'L --` 1. • _�- LIE °I- • • ..-1-1-__E_ _ =, -°--- -J, #16 { , GRADE BEAM 4, N _ .. - __ I � �� tSTUB UP CONC TO SUPPORT - 111E1111=11 11=11 I-111=11 I� A TYPICAL 1 INSUL.TO 1� I. I� -1 I„II li I I1=1 1_I I 1(- I-1 PROJECT TITLE: SEPARATE SEPTIC FND. BREAKAWAY WALL(ONLY) 1. 111-1�1-11 • OSBORNE-GRELLA RESIDENCE .... ——— FROM COL.'S ��� �TYP�2 ��• —1 \ ' ' ' d,8.. HPHP o i PROJECT DESCRIPTION: 40" I 4 I #17 +.--------------1.---- #18 I �� 3'0" 3'0" ADDITION I ;L I 8" •. j 10'3"7 E SPOT Iffilitlinil PHASE: NEW SEPTIC SYSTEM i N E . +5.3' g'-p" CONSTRUCTION DOCUMENT \INING WALL APPROXIMATE CHECKED BY: ISSUE DATE: FOOTING(STRUCTURAL I - • J. - FF 07/2012 tTRUCTURAL DESIGN BY OTHERS)--� r---J •" " 0 DETAIL AT Al 5, 7, 8, 9, 11, 12, B PILE CAPS FOUNDATION WALL DETAIL DESIGN BY I_--- ----J " 4I_ " OTHERS) -L --- r �'-- . Scale: 1/2" 1 0 Scale: 1/2"= 1 0 DRAWN BY: CURRENT DATE: • TMD 4/27/15 1 r DRAWING TITLE: ..1' i••.1.: III • .' '�.• .... o , FND. PLANS & DETAILS s-esN FENCE EXIST.COL'S B kECEIVEL V.I.F.ANGLE OF FND.WALL TO BE PARALLEL TO PROP.LINESHEET NO: 3T-4" 5-5" JUL 2 2 2015 ZONING BOARD COFOUNDATION OF APPEALS A MEI 1 PLAN Scale: 1/4"= 1'-0" FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION A 4/27/15 REVISION ISSUED TO: • 04/04/13 MTG. WITH NEW SUFFOLK 39'-9" O 05/01/13 MTG. WITH REILLY ,i 05/13 OWNER FOR REVIEW BREAKAWAY PERIMETER 07/03/13 FILING SET 21'-6" çALLS-SEESHEETA-5.0 17-6" IIIREMOVE WALL 11/12/13 FILING SET EXIST.SPOT EL. +6. ' i I IST.SPOT EL. +5.1' DISCLAIMER: DRAWINGS ARE THE PROPERTY OF FRANK (2)2x1 0— —� �(2)2x12 —0 Q 9 ®(2)2x12 —0 1�, FALINO,ARCHITECT,PLLC.AND SHALL NOT BE I ILU - REPRODUCED WITHOUT THE PERMISSION OF 2 2x12 O FRANK FALINO,ARCHITECT,PLLC NEW 2x12 F.J.@ 16"O.C. O a. / / o / NEW 2x12 F.J.@ 16"O.C. o �„ ':� L "WARNING:IT IS A VIOLATION OF THE NEW YORE \s- I I / /II- NEW 2x12 F.J.@ 16"O.C. o "� POST FROM ABOVE EDUCATION LAW SECTION 7209.2 FOR ANY w e. c PERSON,UNLESS HE IS ACTING UNDER THE / Z ti O DIRECTION OF A LICENSED PROFESSIONAL a ¢ ¢ o o x ENGINEER,ARCHITECT OR LAND SURVEYOR,TO ;j, 0 0_ Q cc Q • J ALTER THIS DOCUMENT IN ANY WAY.IF REMOVE EXISTING o qcc "' Q - - ALTERED,THE ALTERING PERSON SHALL PROVIDER 30 INSULATION ANDcc PATCH ROADWAY TC MOISTURE BARRIER AT NEW FIRST `}` �¢ COMPLY WITH THE REQUIREMENTS OF NEW ,� ,� FLOOR JOIST STRUCTURE ABOVE YORK EDUCATION LAW 7209.2". MEET LOCAL,COUNTY, Z--NT _ AND STATE © /;, I I \ M , o r SPECIFICATIONS (- DBL FJ AS REQUIRED NEW 12 X 12 PIER v O.H.GARAGE DOORS POST ABOVE (TYP) POST FROM ABOVE }. ._._ ATTACHED TO BREAKAWAY / ABOVE: -- L — �= FRAMING(TYP.@ 2) Lo EXTERIOR GRADE(3/HR.)FIRECODE •- - — — — ,i I I / H GWB'DENSGLASS'WITH CEMENT w _ L- rr o <_ STUCCO,OR EXTERIOR PLASTER,FINISH > POST FROM ABa�VE I O N O ARCHITECT'S SEAL: • /PARGON7 o I- a v . a GRAVEL m a o o .; ¢ a z0 WOoD S EPS I'S 1 +1 o x • ¢ __ o GRAVEL JP 011 CK 1- NI / SII \ ,� /0 Co C7-1 NEW(3)1-314"X 11-7/8• " LVL HDR. EXISTING MILTI TIERED DECK Rfi�dDd��i��yy������f• . • r. ;, TO BE REMOVED FOR D ¢ 30"CLEAR POST FROM ABOVE Z A INSTALLATION OF DRAINAGE -J(2)5-1/4"X 11-7/8" " L LIFT •• . LOCATE UNDER POST RINGS.NEW DECK TO BE �, _I FLUSH W/TOP OF EXISTING O PARALLAM(WOLMANIZED "' _ n FROM ABOVE BULKHEAD / 1 N1 11'i�i�i�i�i�J��i�i1��i�i�i i�i�i�i�i�i�i1��1 ,��i�i�i�i�i�:�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i11....i�i�. i44.�...i.7.'*.i ... , O 0 •el. _ +5.2 POST FROM ABOVE cp z 2 is- z o a— NEW FLOOD VENT INSTALLED AS PER LU -- *GRADE el. = +5.2' e q s' CODE AND MANUFACTURERS m 1 FRANK FALINO �, 3'i 1" Q O REQUIREMENTS,INCLUDING MAXIMUM o a 1 F CLEARANCE ABOVE EXTERIOR GRADE u N A 0 0 m AND SQUARE FOOT OF OPERABLE A '%? -1" CO X ¢ DN 6R 0 8"-I E'. �. ¢ ► AREA.(TYP @ 3) o x 3'2" o �.w � . o Z R M 0 I2 ST FLOOR M �/ NEW 2x12 F.J.@ 16"O.C. ■ - ¢ __ `" - /; INSULATED WALLS AT ENTRY I H RAILING AS If N OF 7R mu A. 1 1_ a ^ x VESTIBULE (2)2x12 E I I 0 o PER NYS EXIST. 1 M ' RESIDENTIAL 't 5 "' CANTILEVER BEAM FOR : DIN �III ' BLDG.CODE 1. SPOT EL. CLERESTORY l POST FROM ABOVE T Im •I- +5.2' FIXED LITE may ,, �� ID 1II' • �__�.. __ (3 3-1/2"X 11-1 PARALLAM X 40' WOLMANIZED)CONTINUOUS �� ,� • �� �! �y. .. •x •. I •- ' — \ ALTERNATE WOOD STAIR TO I', " E �„ �� I I I DECK PLATFORM AND LOWER n { a' Z 0 i �•2R(�6"H E: O o STAIR BUILT SEPARATELY• z 6 F G' I 3'-3-1/2"R.O. STONE STEPS LOCATION OF PROPO' D NOT ATTACHED TO t A q-;, MECHANICAL MOUNT ELECTRIC 1 AIC CONDEN • ' g 21 STRUCTURE \'1 [ pts,,,- FRANK FALINO T r____ SERVI EX-FS-TING 77 r 1 -\_ ' r ;t` ` ;t ARCHITECT, PLLC 3-2 , TONE COLUMN / 3'11" OVERHANG ABOVEEl 1 _ L._ _ I 9 u`f ;' , 5 f DESIGN & CONSTRUCTION ,) \ 1ST FLOOR PROPOSED WALKWAY (3)2 X 12 ACQ.GIRDER . �• T BOVE 16 Harbor Road ` 3'-8" _� J I I 4 =el. +8.2� I — O Port Washington, NY 11050 o CANTILEVER Tel. 631-375-5511 PERIMETER BEAM �R/ISED SEPTIC - \ DN GUARDRAIL PER CODE (3)3-112"X11-1/2" 12"RETAINING WALL DESIGN BY OTIHERS--\ ( ( FALINO@OPTONLINE.NET T W v—iel +8.2' EXISTING JACUZZI .63 __�� DES (STRUCTURAL / TO BE REMOVED CLIENT INFO: �GN BY OTHERS) I I I - GUARDRAIL PER CODE — CONCRETES - 3'11" 7EXISTING FENCE TO REMAIN Osborne-Grella Residence –_ 1` 1200 First Street L GROUND \ -a �--- _ O New u o k, New ork --------\\- EXISTING FENCE TO REMAIN PROJECT TITLE: 2 STAIR DETAIL OSBORNE-GRELLA RESIDENCE Scale: 1/4" = 1'-0" PROJECT DESCRIPTION: ADDITION (j) GROUND FLOOR PLAN PHASE: Scale: 1/4" = 1'-0" CONSTRUCTION DOCUMENT CHECKED BY: ISSUE DATE: FF 07/2012 DRAWN BY: CURRENT DATE: TMD 4/27/15 DRAWING TITLE: REEt�NPpEq�s GROUND FLOOR PLAN JUL 2 2 2015 ZONING BOACETVRDOF SHEET NO: A NM 2 . I NEW ANGLED BAY FILE LOCATION: 12'-10" y 2'-0" 4, 6'-0" 17'-2" / 39'9" J, 2'6" 2'6" 7'-10" 10'-0"Q TO OUTSIDE 1'10" // f = 9'-0" r 12'-2" r 7'-4" r 9'-2" / 31 �� am A Ai 0 ����� 1 21 19 \ \ I EXT. ALLS: '► y W/D 5'X3'TUB CL�- CL'-- //7 EMP _____ 1'9" REVISIONS: I OM• 2X6 �BLPLATE ' z 2�\°� ® e f 10R \ NO. DATE DESCRIPTION / EXIST•1i\P 04/27/15 REVISIONI. 9'� ® MASTER Li BEDROOM N 2x:�TUDs — M r BEDROOM / 29 �' M.a.) ,, .1 x RELOCATED - ` _ / WINDOW SEATE.INLINE WITH N = _ CO 4 = PARTITION ABOVE . ci _ O BATHROOM ©\ Q ` EXISTING SD 0"X4'0"OPENING = o o — — X . Z o Q EXISTING LIVING ROOM i ' 18 N w :n -1, :--i z SKYLIGHT NEW LONG HDR ao "' N 2X8 FJ @ 16"O.C. o - 8 \ MASS`ERBATH REMOVE EXISTING N w 111111.1111111Or <C a SD ' LINE WITH DOUBLE EXIST FJ FOR NEW O v,IOa, (ABOVE)TO FOR N.W POCKET 6'HDR. o ' °° O ® "RTITION WINDOW SEAT(ABOVE)TYP. I ` \ w NREMAIN DOORS. / +IFIN.FL. el. = +23.6NEW POST DOUBLE • AG) a ® Iw FJ BELOW. COVE -ta_�-Z 0 O G in- 2x6 RR 1 " m DBL EXIST.FJ op ,� IIL► o / p \ @ 60C X / 6, w / 2x6 CJ @ 16"O.C. �� � 28 UM= FF - - _ MEDICINE CAB. �Q/ o +I a �y1 / v '� Z _ EXST.STL COL. 411 1 2X8 FJ @ 16"O.C. Q ,_ (2)1-3/4"X7-1/4"LVL 1 3 5 �O� / 2x6 RR @16"O.C. ' O .1111 I / 2X8 FJ @ 16"O.C. = o STONE f \ ��� w -`' ISSUED TO: P CL.! EDED / o BALCONY EXISTING = \ ��/EXIST WD POST I EX!STG 04/04/13 MTG. WITH NEW SUFFOLK 42. Z4 "' O 11 I BALCONY 05/01/13 MTG. WITH REILLY -- HALL _ (ABOVE) �EXISTIN `., QA %��. I A SKYLIGHT EXIST'G COL.TO REMAIN I 05/13 OWNER FOR REVIEW o BEDROOM SD - •LD TABLE X 23 • (-9 J 0 07/03/13 FILING SET 5 = _ o N - o M _ �, REMOVE EXIST.(2)2X8 N I 11/12/13 FILING SET M - ON_ O _ . , 2x6 RR @16"o.c. w BATHROOM N ._._._._ o _ + `" REPLACE `� �l W/D o PLAYROOM N N / > q UPSET HDR ,� V is / 3'0' I _, m ■ +, DISCLAIMER: FIN.FL. el. _ +14.3' a' M N ' F. M 0 N WOOD POST 'UND'' - DRAWINGS ARE THE PROPERTY OF FRANK T� - Oe F � �A' 13'7" 11'0"SOFFITFALINO,ARCHITECT,PLLC.AND SHALL NOT BE EXST.5TL C I�1 © i II V�^" \'tip ►--,� / r M REPRODUCED WITHOUT THE PERMISSION OF III FRANK FALINO,ARCHITECT,PLLC it 'ATHR00 ! 30"X33" KIDS ROOM o,� 30"X33" ___ - I - "WARNING:IT IS AVIOLATION OF THE NEW YORK CL ci 2\�, ' CLEAR MIN. �, EXIST.WD REMOVE EXISTING COLUMN - �j ((O CLEAR MIN. COL. EXIST'G COL. I CV ' I \ EDUCATION LAW SECTION 7209.2 FOR ANY © LIFT nl \ TO REMAIN DBL 2X8 - - - - N rn _ % 0 0 LIFT I POST 0 I a' PERSON,UNLESS HE IS ACTING UNDER THE I ---.- --- IO __. 1 :�1VA -�- o EW I 2x6 CJ @ 16"O.C. BEAM DIRECTION OF A LICENSED PROFESSIONAL 4'-0"SMALL OPNG / Q � 1.4 1 ENGINEER,ARCHITECT OR LAND SURVEYOR,TO -o1 Ili HALL x. .°:. . � 1 NEW ti, o_.5j ALTER THIS DOCUMENT IN ANY WAY.AIF LL .; :� ..... 1 U / c) 0 I o =co N - ALTERED,THE ALTERING PERSON SHALL POST FRO a -..--j Ill, o / i PANTRY N • \ = COMPLY WITH THE REQUIREMENTS OF NEW �., 7 L-_--_,_1 c.,X ABOVE RAILce o N / M YORK EDUCATION LAW 7209.2 . 0 o -, �, NEW EXTERIOR- MECHANICAL ±3 8 . II IN X O �� o EX.SKYLIGHT / SD " +3 3 J wE C-7-1‘- C 1 r I 17 o 0 • / x FRAMEI %(9 - DN 7R@ 1(9 — I CL. 0�' WALLS 2X6 @ - 0 718"�EA. va o STL BMJ w �, 16"O.C.(TYP) Z - ENDS HERE - x FLoo' UP - 12 • P�/ @) 7-718°H EA. - w�Cr) �'TYPE'X' N +I CL w A k� FIRECODE GYP. ► o/ N o w / CC I - I`©I _ \ NEW { II �, �o y �, CARRYON C KITCHEN DN • , 1- E se/ N ±3'_2" N _\NEW HDR BD.AT WALLS ±3'+" o HANG FROM �' / AND CEILING '-. 1 RN. 7.5' EA. o �/ DN •@ -- \ r_ © DOOR HDR / 75" �+ - 0 \ I - ARCHITECT'S SEAL: I bll V+ , n (2)2 X 6 I \ (2)2 10 (2)2 X 6 , 1 ' 1-3/4"X 11-7/8"LVL HDR. 1 _ - ''` -;•=i W�2)2X,2 I _ = :ems �� w 1 o NE HDR. NEW 2 X 6 R.R. L�I' 13 24 / @16 O.C. / � /N@16XOC R. /3Q STAINLESS STEEL \\RAILING AS ■ 3'9" T 1" 4'0" 4'0" T 1" 2'3 VES (3)1 314"X 11 718"LVL ABOVE ENTRY DOOR&WINDOWS M V • PER NYS 11 -, / r1,9 r / 36"REF NEN 2 X 6 C O 2 3 © RESIDENTIAL / 28'S" r _ / � ,� / 16 ROOF u BLDG.CODE • \ ROOF OVERHANG @ o OVERHANG % 2'-1" / 1'-10.. NEW GIRDER \ ' ) 5 c 0,orti9 '. w,- 1'8" rf Mr ww -- 4X4 POST � 17a-0-(-: (--o �'`" , ,� � j,.�._,� .- -' ,� ,T�.�,�.� ,•-- .�•._ � � 0 SECOND FLOOR PLAN E 't� `. „,/;/: „ �- /; ? �! -/T.r' 1'''f dt . "/f' o I Scale: 1/4” = 1'-0" NOTE: i- i 2-1371- 7 \-- , ' i, it7-1?) 5 ef (S'677/,-,ri,i) ( ( \) _ . - ic , , c., .-,.� FRANK FALINO PROVIDE RESIDENTIAL AUTOMATIC FIRE SPRINKLER e r fr"`i ° . . } `°` e — I I __ �-- — SYSTEM THROUGHOUT iii) �� �' � `� pm ..- tf -• 4 "- 1NDOW SCHEDULE A Ci FIRST FLOOR PLAN ACCORDING TO SECTION 903 OF THE 2010 RCN-• , & NFPA 13 te/ r�f ,�_ �/, - SYMBOL MFR MODELR . Scale: 1/4" - A Wir A . r, <•/ 1 r,,14 �, Gly-�-- V / 1; ',`! C / 10 ANDERSEN 400 SERIES 1'-5 1/2"X 1'-5 1/2"-5 FIX I I DOOR SCHEDULE 7.) 1 , �I k + H O ANDERSEN 400 SERIES 2'-0"X 2'-0"-4 FIX t\i° GROUND FLOOR SECOND-FLO R I F ,Cr 41--7...., 7"�1:5 fS O3 ANDERSEN 400 SERIES A21 -3 FIX T A GARAGE THERMATRUE PROFILE R 4o ANDERSEN 400 SERIES EGRESS CASEMENT CW145 E LL, T-0"X 6'-8" RH DOUBLE BORE STEEL DOOR �% LIVING ROOM 5'-8"X 6'-8" SLIDER GLASS ANDERSEN o_ C o 0 ENTRY WITH SIDE LITE 3'-0"X 7'-0" LH WOOD DOUBLE BORE 0 PANTRY CLOSET 5-0"X 6'-8" TWIN WI BULLET CATCHES O ANDERSEN 400 SERIES EGRESS CASEMENT CW145 SLOPE 13::60.' 6 X 77,--00.' 0" FRANK FALINO T O LIFT DOOR 3'-0"X 3'-0" LH SINGLE BORE 0 COAT CLOSET 2'-0"X 6'-8" RH W/BULLET CATCHES O ANDERSEN 400 SERIES 1'-0"X 3'-3" FIX ARCHITECT, PLLC O 0 O ANDERSEN 400 SERIES CXW145 + P3045 + CXW145 DESIGN & CONSTRUCTION EXISTING OH DOOR 9'-0"X 7'-0" OH AUTO OPENER ENTRY 3'-0"X 6'-8" RH DOUBLE BORE SKYLIGHT ANDERSEN 400 SERIES CXW145 + P3045 + CXW145 16 Harbor Road o8 © OH DOOR 9'47 X 7'-0" OH AUTO OPENER O BATHROOM 2'-6"X 6'-8" RH SINGLE BORE Port Washington, NY 11050 I FIRST FLOOR CO BEDROOM 2'-6"X 6'-8" RH SINGLE BORE O ANDERSEN 400 SERIES CXW245 Tel. 631-375-5511 111 O ENTRY BACK STEPS 3'0"X 6'-8" LH THERMATRUE PROFILE 0 MASTER BEDROOM 2'-6"X 6'8" LH SINGLE BORE 10 ANDERSEN 400 SERIES EGRESS CASEMENT CW145 FALINO@OPTONLINE.NET EXISTING SOLAR PANELS DOUBLE BORE STEEL DOOR - o ENTRY 4-9/16" 3'-0"X 1'-0" RH DOUBLE BORE 0 MASTER BEDROOM CL. 2'-8"X 6'-8" RH W/BULLET CATCHES 11 ANDERSEN 400 SERIES EGRESS CASEMENT CW145 CLIENT INFO: 0 CLOSET 2'-0"X 7-0" TWIN BULLET CATCHES ® MASTER BEDROOM CL. 2'-8"X 6'-8" LH W/BULLET CATCHES 12 ANDERSEN 400 SERIES EGRESS CASEMENT CW145 Osborne-Grella Residence O BATHROOM 2'-0"X 7'-0" RH SINGLE BORE 0 MASTER BATH 2'-6"X 6'-8" RH 13 ANDERSEN 400 SERIES EGRESS CASEMENT CW145 1200 First Street 0 LAUNDRY 3'-0"X 7'-0" TWIN BULLET CATCHES © MASTER TOILET 2'-6"X 6'-8" SLAPOCKET SLIDER WITH HARDWARE (ipipANDERSEN 400 SERIES 2'-0"X 3'-5" FIXED OVER A21-5 New Suffolk, New York © BEDROOM 2'-6"X 7'-0" RH SINGLE BORE ® MASTER BEDROOM 6'-0"X 4'-0" POCKET CHERRY TREE SLIDING Cj ANDERSEN 400 SERIES 2'-0"X 3'-5" FIXED OVER A21-5 0 BEDROOM 2'-6"X 7-0" RH SINGLE BORE ® HOLD 0 ANDERSEN 400 SERIES 2'-0"X 3'-5" FIXED OVER A21-5 PROJECT TITLE: OSBORNE-GRELLA RESIDENCE 15 ANDERSEN 400 SERIES 1'-0"X 3'-3" FIX 0 POWDER ROOM 2'-0"X 7'-0" LH SINGLE BORE 0 HOLD O PROJECT DESCRIPTION: 0 POWDER ROOM 2'-0"X 7'-0" RH DOUBLE BORE 16 ANDERSEN 400 SERIES CW13 ADDITION • 17 ANDERSEN 400 SERIES P6030+ CX13 PHASE: O CLOSET 2'0"X 7'0" RH BALL CATCH . 0 CLOSET 2'-0"X 7-0" LH SINGLE BORE 18 ANDERSEN 400 SERIES 9'-0"X 5'-0"X 21" BOX BAY W/ P5035+ CW135 CONSTRUCTION DOCUMENT EXISTING SOLAR PANELS 1'-4"X 7'-0" RH SINGLE BORE SLOPE � MER- 3/4 HR FIRE RATED 2'-6"X 7'-0" RH SINGLE BORE STEEL DOOR NOTES: 19 ANDERSEN 400 SERIES CXW245 CHECKED BY: ISSUE DATE: EXISTING > 3/4 HOUR FIRE RATED DOOR CASINGS:1X4 TRIM 20 ANDERSEN 400 SERIES CXW14 F F 07/2012 SKYLIGHT G1 HOLD FLOOR BASE:1X6 TRIM DRAWN BY: CURRENT DATE: 45) HALL 3'-0"X 7-0" TWIN BALL CATCH 21 ANDERSEN 400 SERIES CXW14 TMD 4/27/15 SLOPE ® 22 ANDERSEN 400 SERIES CW13 DRAWING TITLE: LINEN CLOSET 1'X 7'-0" RH BULLET RECEIV2 Lu 23 ANDERSEN 400 SERIES CXW145-2 EXISTING SOLAR PANE<IS o ��L 2 20'5 FLOOR PLANS N • 28 ANDERSEN 400 SERIES 1'-0"X 3'-5" FIX 24 ANDERSEN 400 SERIES CW145 ROOF PLAN L_ _ I \/ zONINc;i3U�Ru OF APPFg1S \ SLOPE SLOPE 29 ANDERSEN 400 SERIES 1'-0"X 3'-5" FIX 25 ANDERSEN 400 SERIES CW13 SHEET NO: A 30 ANDERSEN 400 SERIES CW145 26 ANDERSEN 400 SERIES CW145 31 ANDERSEN 400 SERIES CW145 27 ANDERSEN 400 SERIES ACRD20 Aissi201 ROOF PLAN NOTES: ALL WINDOWS ARE TO BE ANDERSEN LOW E STORMWATCH WINDOWS. 3 Scale: 1/4" = 1'-0" WIWI/MI 1411,VW III WWI III NIMPF\IVNII/VIIII MII MI MI 1111,MI MI lira,W MI 111,MI III MI MI MP'MI NIF W MII II MI NI FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION 1\ 4/27/15 REVISION ISSUED TO: . 04/04/13 MTG. WITH NEW SUFFOLK . 05/01/13 MTG. WITH REILLY 05/13 OWNER FOR REVIEW 07/03/13 FILING SET 11/12/13 FILING SET DISCLAIMER: DRAWINGS ARE THE PROPERTY OF FRANK FALINO,ARCHITECT,PLLC.AND SHALL NOT BE REPRODUCED WITHOUT THE PERMISSION OF FRANK FALINO,ARCHITECT,PLLC "WARNING:IT ISA VIOLATION OF THE NEW YORK EDUCATION LAW SECTION 7209.2 FOR ANY —+37.5� ACTINGPERSON,UNLESS HE IS THE EXISTING ROOF FRAMING DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,ARCHITECT OR LAND SURVEYOR,TO EXISTING ROOE FRAMING ALTER THIS DOCUMENT IN ANY WAY.IF P����S F�/STNG ALTERED,THE ALTERING PERSON SHALL EXISTING ATTIC FRAMING COMPLY WITH THE REQUIREMENTS OF NEW NO CHANGE YORK EDUCATION LAW 7209.2". \S\N°�°° EXISTING ATTIC FRAMING R�oF�FTR a►:�ye���H���7i��'7-���'� EXIST'G R.R. E� NO CHANGE I EXISTING CEILING JOISTS w I I p .' e EXISTING CEILING JOISTS EXISTING CEILING JOISTS -� --+31 .6- - rif —NEW HEADER I EXISTING- 114I A 4 EXISTING WALL q LIFT 11.41o NEW WALL STAIR HALL BATHROOM MASTER BEDROOM o ARCHITECT'S SEAL: °° C° KIDS ROOM - , 'I KITCHEN FRAMING °. i� '1 �� 4 000001 I . � ,I m -s- +23.6!_ - - - 1 EXISTING FLOOR JOISTS \ \ EXISTING FLOOR JOISTS \ • I� EXISTING M EXISTING GIRDER ���� o NEW HDR EXISTING GIRDER EXISTING GIRDER FLOOR MECHANICAL ROOM : ��� BATHROOM HALL RELOCATED JOISTS ►���� I EXIST'G DECK TO REMAIN BATHROOM LIFT 11 z9 PROPOSED PLAYROOM - FIRST FLOOR REFER TO BATHROOM 1 ELEVATION SHEETS 1I (2)3-112"X11-718"PARALLAM —NEW WALL n --- •�.�i;� ' —NEW WALL FOR FURTHER DETAIL FRANK FALINO CONSTRUCTION ' ���� ' CONSTRUCTION GUARD RAIL AT TOP OF -TYP. j, cy u - _ \ �4:i 1ST FLOOR 4 NEW RETAINING WALL. I A -� + u • n n u (3)3 112"X 11 114" �III� I u uR ij CANTILEVER1ziLANDING(3}3112"X11112 X +13,2 RETAINING WALL ��� Mel I 1 I I I +13.2 e T.W.el.+8.2' PARALLAM X 40' C M . (STRUCTURAL DESIGN (WOLMANIZED) VESTIBULE (2)5114"X 11-7/8"PARALLAM (2)3-112"X 11-718"PARALLAM(WOLMANIZED) i 1 HU212 HANGERS i (WOLMANIZED) H /� �� I BY OTHERS) CONTINUOUS � ���� ,EW D• (TYP.@ EA.F.J.TO i ,� ��i^�, GIRDER 3 % EXTERIOR GRADE %HR. , •• —.limp - le EXTERIOR GRADE(/HR.)FIRECODE i ( ) j i ���_�� I CONNECTION) ., FIRECODE GWB'DENSGLASS' % T // "� �� LIFT 11 o GWB'DENSGLASS'WITH CEMENT Milinli_p—• ' STUCCO,OR EXTERIOR PLASTER, WITH CEMENT STUCCO ORII FINISH i EXTERIOR PLASTER,FINISH E \\� ( ' % -111111=LIh111111_IIIII 111111=jut=1111111 ppi� =IIIIp=III•IIIII=11111fiej e VES IBULE � 1= ='1= _ - III =fillhplllhl=JIIul — II JTj11a111071� ° PROPOSED glllu lllhl=Ienwo�II��Jmplgl=l =llpll=YII' • • `.\ GRAVEL u1I Iniu uiul IOlu mil1°uuilui �V1 RAISED SEPTIC uI IIII 1 STAIR PLATFORM RO O ED ROPOSED EXISTING GRADE a "WET STORAGE" 111-II III-Ifl�ll-1�1-II�III-I 1,1•D' 1 11111=111111 u., :, .— ' o i T ____ , IIR IIIIO pT11 Req IITII'uT11�In1°-DESIGN BY OTHERS II£1Iiul=�wr A ..► ► AR ING FRANK FALINO 1 . 111= =111IBEI,_I II=111Iu=11u1 1111=j111Kpill +rr� 2 a GROUND 11� Iluu nI palm I �uTF INUI_�u • - ARCHITECT PLLC V L • � e„.,, . . r—� 11111m1 II - _�^ d a 01I�i T ulq l I' 4 a a I I I Y.p"=111aui111111u uAl` DESIGN & CONSTRUCTION I I a 12"X 12"TIE I IN a ISI I uu j i i i 1 I IIIIME _I�III-IITII- 1_ I 1 • BM.BEYOND hn I cci GRAVEL 1 Iiul- r -L-i I I _ IIII II ' ----� r --�--`-_ 1—a�-r r 1--�-T u__ -� EXISTING GRADE r-� i J 1 ray r-1 a a 1 1 �_f SEE DET. 3/A-1 L I - I 1 i ; Al a i a ; A A ''' \ a Q 9 1 4) EXISTING GRADE uuL I. 1 - I 1 g 1 I 1 1 1 16 Harbor Road Port Washington, NY 11050 1 A •�� H•_;_ a 1 1 d la d __i___ -a__A___ I7 I Tel. 631-375 5511 2'0"X 2'0"X1'6" �---L '' 1---- -1 ' --- -�. o VESTIBULE CHEECK COMPACTED FILL BELOW TIE BEAM TYPICAL FTG.SIZE PILE CAP APPROXIMATE SLAB ON GRAB 'I. N ---jr - WALLS SHALL NOT TIE �'p SLAB ON GRADE - FOOTING _ 1' FALINO@OPTONLINE.NET INTO NEW PILE CAPS AND c' 1 4 GRADE BEAMS V 2'0" ` \__ T V� CLIENT INFO: PILES A&B PILES A&B BEYOND. BEYOND. Osborne-Grella Residence 1 1200 First Street New Suffolk, New York CONSTRUCTION SEQUENCE: PROJECT TITLE: 1- LIFT EXISTING SECOND FLOOR AND ROOF STRUCTURE OSBORNE-GRELLA RESIDENCE 2. DEMOLISH EXISTING FIRST FLOOR PROJECT DESCRIPTION: 3. CONSTRUCT FOUNDATION IN ACCORDANCE WITH FEMA REGULATIONS ADDITION 4. CONSTRUCT NEW FIRST FLOOR ON NEW FOUNDATION PHASE: 5. LOWER EXISTING SECOND FLOOR ONTO NEW FIRST FLOOR CONSTRUCTION DOCUMENT CHECKED BY: ISSUE DATE: FF 07/2012 NOTE: DRAWN BY: CURRENT DATE: PROVIDE RESIDENTIAL AUTOMATIC FIRE SPRINKLER TMD 4/27/15 SYSTEM THROUGHOUT ACCORDING TO SECTION 903 OF THE 2010 RCNYS & NFPA 13D DRAWING TITLE: SECTIONS JUL 2 2 2015 ZONING BOARD OF APPEALS SHEET NO: FILE LOCATION: iki2X12 CEDAR NAILER S -�- — �" GALV.318"DIAM. EXISTING SOLAR PANELS �lit LAGS LAGS STUD(TYP.)B AT EACH REVISIONS: A NO. DATE DESCRIPTION EACH SHUTTER 1/2" EXISTING SKY A \ 2X12 CEDAR @ 16" 10 4/27/15 REVISION WIDTH OF WINDOWS. LIGHTS 1111111111\0404 O.C.CURVE TOP. NEW - CATHEDRAL CEILING A1-4-- \ TRIM ANGLED BAY �� _ ` SIDING OVER 1/2" i CDX PLYWOOD. �� -&- X31 .6-- — - `\`. i■ _ \ lies,-o°oH , \ REPLAC I� `� 0 / 1 / \ 'I �I d O17 EXISTINe e @ 'I 2 16 M �GRESS OGRESS = EGRESS j 11 1 3 3" CW1 P6030 CX13 Q I P5035 9N135 o CAMEN- CA MEN- = CASpol 'I CEDAR 2X6 ISSUED TO: - ' = M CW14 5 \ CW14 \ = C,W145 1 @ 16"O.C. 04/04/13 MTG. WITH NEW SUFFOLK BOARD& BATTEN _ / 'I 05/01/13 MTG. WITH REILLY SIDING _ MINIM Iris i I I I �� 05/13 OWNER FOR REVIEW — - --�- —+23.6--- ` •• � I , 07/03/13 FILING SET ISM R.q r1\reap1dTiY`r�Ll'.li,_pmt - - 11/12/13 FILING SET _ SHED ROOF DETAIL DISCLAIMER: 5 = DRAWINGS ARE THE PROPERTY OF FRANK \ / / _ / •w� ,` ."X 3'.3" SCALE 1/2" 1 0" FALINO,ARCHITECT,PLLC.AND SHALL NOT BE OPEN FRAME STRUCTURE / — \ — I 0 . 0 FIX REPRODUCED WITHOUT THE PERMISSION OF / 7 — 23 O b, Q GRESS — OGRESS MECHANICAL VENTS FRANK FALINO,ARCHITECT,PLLC O — —- O CA MEN- A M FOR BOILER,ETC. / NEW SHED ROOF. WARNING:IT IS A VIOLATION OF THE NEW YORK. Q _ \ itiliiiiiillidianialWWWW41W4INIF o S� C EN RE - •TO DETAIL 5/A-4 EDUCATION LAW SECTION 7209.2 FOR ANY CXW1 P3045 ,XW145 — = CXW15;2f NI P3045 XW145 CW14 \ CW14 \ PERSON,UNLESS HE IS ACTING UNDER THE 1 ■ DIRECTION OFA LICENSED PROFESSIONAL - IIMENNMEINOMMIIIII ENGINEER,ARCHITECT OR LAND SURVEYOR,TO VERIFY LOCATION OF PROPERTY ALTER THIS DOCUMENT IN ANY WAY.IF EXIST. PROPERTY LIN: FENCE; 30 I I I I I I I I� -S- 1 ^ 3 , \ _-__ LINE FENCE AND PIERS ALTERED,THE ALTERING PERSON SHALL [PRESERVE IN PLACE - - ALIGN PRESERVE AS REQUIRED--\ COMPLY WITH THE REQUIREMENTS OF NEW _ YORK EDUCATION LAW 7209.2". ' — M's" ♦ all ` •i♦ •1111 — � • 1 = i20"X73"4FIX I♦♦♦♦♦♦♦ ♦♦♦♦♦♦ ♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦1��♦♦♦♦♦♦♦�♦♦♦♦♦♦ _ ;♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦,�♦♦♦♦♦♦♦�►♦♦♦♦ _ — _ — 1_7\ EXISTING FENCE 1 \ �� S�♦♦ ♦♦♦♦' ♦� _ Z Z — TO REMAIN 1 i!♦i♦iii♦ ♦i♦i♦i i♦i♦ iii♦i♦♦♦Di♦i♦iii♦i!i♦i��♦i♦i♦i♦�i♦i♦i� = ♦i♦i♦i♦i♦i♦i♦%%%%%%�%i __ _ b ♦♦♦♦ ♦♦♦ ♦♦ ►♦♦�i♦♦♦ ♦♦♦� i♦♦♦ ♦♦ 4 _i♦♦♦♦♦� _ - ♦• ♦♦♦♦♦♦♦'♦♦♦♦♦♦♦ �i� !i!i!iii!i ���i�i!i!i !!!�-�!!!i = i�i!i!i!i�i!i� = n — _ ARCHITECT'S SEAL: EXI TING RA B E NOTE: — — 1 I EXISTING MILTI TIERED DECK TO BE REMOVED FOR C, i = BREAKAWAY WALL INSTALLATION OF DRAINAGE RINGS.NEW DECK TO BREAKAWAY SEE SHEET A-5.0 BE FLUSH W/TOP OF EXISTING BULKHEAD H.GARAGE DOORS ATTACHED TO RETAINING WALL FOR DETAILS BREAKAWAY FRAMING(TYP.@ 2) ALL RAILS TO CODE 1x1 RECESS IN CONCRETE ALIGN W/TREADS. T.el.+8.2' 0I EAST ELEVATION WINDOWS: ' .. NOTE : ALL WINDOWS ARE A (- ) WEST ELEVATION Scale: 1/4 - 1-0 TO BE ANDERSEN LOW E Scale: 1/4"= 1'-0" STORMWATCH WINDOWS I i 2X6 CJ 11 BUILD OUT UPPER FRIEZE FRANK FALINO ., FOR BATTEN A SIDING e SOLAR PANELS FLAT TRIM PILASTERS e FLASH F� R / AROUND(3)WINDOWS. WATERTABLE �' 'AWN 27 II EXIST 2X8 12 17 1111111111\4440 H . , E / C135/R ► 5 35 � FLASH H 1'x1' ' 3 4 e ER OV OVE- all op ' \ 20 21 WATERTABLE - ' X21 A2 A21 1 -SEMENt u 29 `/ 19 K O WO FRANK FALINO T OGRESS 41;) i ASEMEN I ��►-_ > CXW14 ( , CW13 CXW145� ARCHITECT, PLLC CA MEN' ' `D `, W14 14551 \ \ DESIGN & CONSTRUCTION CW14 I 1N / �� N \ ' I SHO: --- oad ' e/ \ / / \ .1 16 Harbor Port Washington, NY 11050 �� �� / - CONCRETE ` - - —I Tel. 631-375-5511 Am \ _ - / FALINO@OPTONLINE.NET � \ CLIENT INFO: CURVED ROOF—I \ CASEMEN> EASEMENT OPEN0 EXTERIOR WALL DETAIL / ® Q. cwt — cw11�5 Scale: 1/2"= 1'-0° c1 j Osborne-Grella Residence NIi. IA CXW145 / CW145 = GUTTERS- / — \ NZ / Min Jiik MEI MI ♦♦ ♦♦♦♦ ♦♦♦ ♦♦♦ N / / 1200 First Street r ♦ ♦♦♦ V . ♦♦♦ A JOINT FOR BREAKAWAYMEI New Suffolk, New York 1 / /A1 /\ A J1 INT FOR BREAKAWAY= — ♦♦ �j♦ j♦� ♦j 1.WALLS AS REQUIRED I U- / V O\ , ► ALLS AS REQUIREDt / _____,_ = ♦♦ ♦4 ♦ ♦/-k• , - - - - - ' PROJECT TITLE: �� ♦ ♦♦ ♦♦ ♦♦ n n n n n n n n n -. f : ...♦ � , , r, ♦� �i�'2_>►� ♦� ,�♦ ♦�♦�.�♦ _ 1LJ1, —_ immii _ OSBORNE-GRELLA RESIDENCE RAIL 2'-0 X 2-0" 3=X �'J 1 O � � ♦�� ���� , 4,j ♦�j j�♦ ♦♦ ♦�� ♦�•�♦ _ ♦�♦♦ ♦� ♦♦� ♦♦� ♦�� ♦� �♦ ♦� ♦�♦� ♦� ♦�� ♦�♦� ♦� ♦, ��♦ ♦�♦ ♦� ♦� ♦� ♦�♦ ♦�♦ ♦�♦� ♦� RAIL♦ ♦♦ ♦♦ ♦�►♦♦ ► ♦♦ ♦ ♦♦ ♦♦ ♦♦♦ ♦♦ ♦ ♦♦ ♦ ♦♦� ♦ ♦♦ ♦♦ ♦♦ ♦ ♦♦ ♦♦ ♦♦ ♦y ♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦ PROJECT DESCRIPTION: .,4 4e �� ♦♦O ♦� i ii ♦i� ii Zvi ♦i♦i ♦♦i ♦♦i♦ ♦♦i♦ ♦i♦i ♦i♦i ♦♦i ♦i♦ ♦i♦ ♦i♦i ♦i ♦♦i♦ ♦i♦i ♦i♦i ♦♦i ♦♦i♦ ♦♦i♦ ♦i ♦ ♦♦ ♦♦i♦ ♦♦i♦ ♦i♦i ♦i♦i ♦♦i7 2��� �i♦ ►♦♦ ►♦♦ ► ♦♦ ♦ ♦♦ ♦ ♦' •► ♦ ♦ ♦♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦♦ ♦♦� ♦ ♦♦ ♦♦ ♦♦ ♦ ♦♦ ♦♦ ♦♦ ♦moi ♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦ ADDITION lo.iü1I♦ i� i�'s ii♦ ♦�♦ �►� ♦�4 ��♦� — — — ,�i ♦i'i♦♦ i♦i i♦�♦ �♦�♦ ♦�♦� �i� �♦� ��i ♦�♦ ♦�♦� ♦i ♦♦i♦ ♦i♦i ♦i♦i i♦i i♦�♦ ♦�♦ ♦i ♦i♦i i♦i i♦i♦ iii♦ ♦i♦i ♦i♦i i♦i ►�� ►♦` ♦� ♦�'►� ♦�♦� ♦� ♦0 ♦�♦�►♦�♦ ♦ ♦♦♦ ♦�♦ ♦�♦♦ ♦�♦� ♦�♦ ♦�♦� ♦ � PHASE: �, ►♦ �� �:*� ♦�♦ ♦=♦ ♦�♦A. Ai .A. NEW DECK ELEVATION !�♦ ♦�♦ ♦♦♦ ♦♦� ♦♦♦♦ ♦♦♦ ♦♦♦ ♦♦ ♦♦♦♦ ♦♦♦ ♦♦♦� ♦♦ ♦ ♦♦ ♦♦ ♦♦ ♦�►♦ ♦♦♦♦ ♦♦ �♦ ♦♦♦ ♦♦� ♦♦♦♦ ♦♦♦ ♦♦♦♦ ♦♦♦ • :.: :S . :. .•,::,:•: M_ ium;1:; BM ,1'..'.? t�:..;.:...::::.,.::•..:.; :., ;..;; ,:.�:..� ♦ ♦♦ ♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦ ♦♦ ♦♦ ♦� ♦ ♦♦ ♦♦ ♦♦ ♦ ♦♦ ♦♦ ♦ ♦♦i♦ ♦♦i♦ ii ii ♦♦i♦ ♦♦i♦ ♦i♦ CONSTRUCTION DOCUMENT � M1I :: ... . : ..:......_ . H -, — — enSTONE STEPS " oNcRETE ♦ ♦♦♦♦ ♦♦♦ ♦♦♦♦ ♦♦♦♦ ♦♦♦♦ ♦♦♦♦ ♦♦♦ ♦♦� ♦♦♦ ♦♦♦� ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦ ♦♦ ♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦ 4•• : ♦ • ♦♦♦ _ CHECKED BY: ISSUE DATE: M '!: !:!: :!: :!:! :!:! !:!: :!: :!: •:!:! !. !:! !• ♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦ ♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦♦ ♦♦♦ 7 FF 07/2012 \ I 111 NOTE: BULKHEADSTING XIDRAWN BY: CURRENT DATE: EXISTING MILTI TIERED DECK TO BE REMOVED FOR STAIRS TO SIDE SIDING NEW RAILING,OR HANG LOCATION OF PROPOSED AIC INSTALLATION OF DRAINAGE RINGS.NEW DECK TO TMD 4/27/15 EXISTING PROPERTY LINE CONDENSER BE FLUSH W/TOP OF EXISTING BULKHEAD FENCE,TO PROVIDE B.0.CONDENSER=EL.8.1' DRAWING TITLE: GUARD RAIL AT TOP OF NEW SEPTIC SYSTEM SCREENED GARBAGE AREA. RETAINING WALL. 2X4 FRAMING WITH LATTICE RCEIVED ELEVATIONS BEHIND. JUL 2 2 205 3ZONIN0G QOARb OF A�R�/11,5 SHEET NO: SOUTH ELEVATIONr-zi. NORTH ELEVATION At Scale: 1/4"= 1'-0" IScale: 1/4"= 1'-0" A MEI A II 7-Beam Permanent 2 x 4 nailer FILE LOCATION: 7 NOTE: REVISIONS: DESIGN AND CONSTRUCTION GUIDANCE FOR BREAKAWAY WALLS, ` "Inch ' ` BELOW ELEVATED BUILDINGS LOCATED IN COASTAL HIGH HAZARD utility blockout -4---Breakaway Cedar 2 x 4 NO. DATE DESCRIPTION AREAS, IN ACCORDANCE WITH THE NATIONAL FLOOD INSURANCE (spacing per Table 3) 1 4/27/15 REVISION PROGRAM TECHNICAL BULLETIN 9/AUGUST 2008 eder I sheathing ing Nails per Table 4 KEY PERFORMANCE ITEMS OF BREAKAWAY WALLS: I 3-16d toe nails (typical) II CONTINUOUS HORIZONTAL SEPARATION JOINT BETWEEN THE BREAKAWAY WALL AND WALL OR STRUCTURE ABOVE Crap I WITH WATERPROOF SEALANT Built-up Breakaway Cedar ❑ BREAKAWAY WALLS MUST NOT SPAN ACROSS VERTICAL Cedar 2 x 4 (typical) FOUNDATION ELEMENTSI 2 x 4 ❑ NO UTILITIES CAN BE ATTACHED TO THE BREAKAWAY WALL framing ISSUED To: ❑ UTILITIES MUST BE RUN THROUGH ACCESS HOLES 04/04/13 MTG. WITH NEW SUFFOLK ❑ ALL UTILITIES LOCATED BELOW ELEVATED STRUCTURE MUST BE M TSS T. t t # I ;' 05/01/13 MTG. WITH REILLY T AND ATTACHED TO PERMANENT " � �< - � :,.,,,%,',..', ~- - , 05/13 OWNER FOR REVIEW FLOOD DAMAGE RESISTANT " :e File "�A :�- : . . .�, , ��e STRUCTURAL ELEMENTS ON THE SIDE OPPOSITE ANTICIPATED " 4X ::,:. k _ is\BREAKAWAY WALL DETAIL. df 07/03/13 FILING SET J" p 11/12/13 FILING SET WAVE AND WATER FLOW Permanent 2 x 4 nailer DISCLAIMER: II BRACES MUST NOT INTERFERE WITH THE INTENDED PERFORMANCE S h e e DRAWINGS ARE THE PROPERTY OF FRANK OF BREAKAWAY WALLS FALINO,ARCHITECT,PLLC.AND SHALL NOT BE NOTE: WOOD STUDS AND SHEATHING SHALL BE CEDAR REPRODUCED WITHOUT THE PERMISSION OF FRANK FALINO,ARCHITECT,PLLC 0 SIMPLIFIED DESIGN METHOD FOR BREAKAWAY WALLS WARNING:IT IS A VIOLATION OF THE NEW YORK EDUCATION LAW SECTION 7209.2 FOR ANY Scale:NTS PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,ARCHITECT OR LAND SURVEYOR,TO 1-1/2"SPACING BETWEEN COL& EQ. EQ. ALTER THIS DOCUMENT IN ANY WAY.IF BREAKAWAY WALL SUPPORT-SLAB (SEE DET.31A5.0)� ALTERED,THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW YORK EDUCATION LAW 7209.2". 12"X 6"SLAB(SEE DET.21A-5.0)—/ 12-X 12"PIER FOR BREAKAWAY WALLS BREAKAWAY WALL SEE DETAILS SUPPORT ARCHITECT'S SEAL: IL. El El T � O.H.GARAGE DOORS ATTACHED TO -7 PROPOSED FL. FRAM'G ABOVE 1 BREAKAWAY FRAMING BREAKAWAY WALLS SEE DETAILS PERMANENT 2 X 4 NAILER BREAKAWAY2X4CEDARPL. FRANK FALINO A A R 2 X 4 CEDAR BREAKAWAY STUDS OR LATTICE C 1 1 H Ir BREAKAWAY WALLS / T E DN 6R@8" -IEA. \ FRANK FALINO T ARCHITECT, PLLC DESIGN & CONSTRUCTION 12"X12"PIER FOR BREAKAWAY WALL BREAKAWAY WALLS 16 Harbor Road ! � � ! - SUPPORT SEE DETAILS - Te1Po�631 375g5511ton, NY 11050 r 1 - - - - - - 1 - 1x4 CEDAR BLADES EQ. EQ. FALINO@OPTONLINE.NET STRUCTURAL COL. (BEYOND) CLIENT INFO: C-4). BREAKAWAY WALL PLAN NOTE: SEE 1/A-5 FOR NAILING SPECS Osborne-Grella Residence Scale: 1/4"= 1' o" BREAKAWAY 2 X 4 CEDAR PL. NewwSuffot lk, New York PERMANENT 2 X 4 CEDAR PL. PROJECT TITLE: OSBORNE-GRELLA RESIDENCE ' • \ PROJECT DESCRIPTION: • •• . 4. ° = ADDITION d ° ° d CV •• d. , 4 d ° •a • • d • d 4 4 4 O ° ° LI CONSTRUCTION DOCUMENT 1 1/2"SPACING BETWEEN COL. &SLAB `� ' A ° ..• 1 1/2"SPACING BETWEEN COL. &SLAB ° 4 m ° d d d < . " CHECKED BY: ISSUE DATE: /a �' GRADE d 4 ° d FF 07/2012 • d . d ° ° d .4 •'� ' DRAWN BY: CURRENT DATE: d • TMD 4/27/15 • ° t d CONC. SLAB AT PERIMETER FOR °• ° a CDS ° d • • • • • ` - !. • .7 •` • 1-011 BREAKAWAY WALL SUPPORT DRAWING TITLE: CONC. SLAB AT PERIMETER FOR ° • .d ' ° ` CONC. SLAB AT PERIMETER FOR / '' BREAKAWAY WALL BREAKAWAY WALL SUPPORT •° BREAKAWAY WALL SUPPORT REc��v DETAILS • • a • . d , 9 CONC. COLUMN ° : CONC.OCOLUMN (2) TYPICAL SECTION THROUGH BREAKAWAY WALL 0.- 2 °1 SHEET NO: Scale:3"= 1'-0" ZONING SOP' , 3 TYPICAL SECTION THROUGH BREAKAWAY WALL A WEI Scale:3"= 1'-0" II