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Home My WebLink AboutTR-9429 Glenn Goldsmith;.�esident �QF SO(/Jy � ' Town Hall Annex Michael J.Domino,Vice-President �� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Jx[ Southold,New York 11971 A. Nicholas Krupski G Telephone (631) 765-1892 Greg Williams Fax(631) 765-6641 f } , BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: INSPECTED BY:' Ch.,275 Ch. 111 - t r INSPECTION SCHEDULE Pre-corfstruction;-haybale line/silt}boom/silt curtain 11St day of construction '/ constructed compliance ins Project complete, ection p p COMMENTS: o'r, o�. .0 o C. Q -f J v 1 l� �� OCCo�danCe v✓r'Ch pec�� - � q yZ� c�i��t ��a X15 dat� 511 ,`� CERTIFICATE OF COMPLIANCE: Glenn Goldsmith,President �QF 80!/TTown Hall Annex Michael J.Domino,Vice-President ,`O� Ol0 54375 Route 25 John M.Bredeme er III P.O.Box 1179 Y Southold,New York 11971 A.Nicholas Krupski y G � Telephone(631) 765-1892 Greg Williamsa0 Fax(631) 765-6641 COUNT`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1694C Date: March 1, 2020' THIS CERTIFIES that the existing two-story,26'x26' dwelling with one-story. 14'3"x15'5- 1/2"addition with a 2'x9.5' bay window,two-story 20'x20' west addition with 9'x,4' bump-out, and 4'x8''front stoop;existing 22.3'x22.2' garage with 5'x20' breezeway to dwelling; existing-lg 2'11- 1/2"x9'1/2"deck with steps to ground on the seaward side of dwelling to be reduced in size to be approximately 12!11-1/2"x9'1/2"with steps to ogr and approximately 3'10"wide by,5'0'•' long, and replace the hand railing; existing on-grade 20'x10' (irregular) patio-on seaward side of dwelling; existing front brick walk and gravel driveway on-grade landward of dwelling; install a 1'6"x18'8-1/2" cantilevered bay window on north side of dwelling;with the condition of the installation of gutters to leaders to drywells to-contain run-off, At 855 Luptons Point Road,Mattituck Suffolk County Tax Map#1000-115-11-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 7,2019 pursuant to which Trustees Wetland Permit#9429 Dated April 17, 2019,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is the existing two-story, 26'x26' dwelling with one- , story 14'3"x15'5-f/2"addition with a 2'x9.5' bay window,two-story 20'x20' west addition with 9'x4' bump-out and 4'x8' front stoop,• existing 22.3'x22.2' garage with 5'x20' breezeway to dwelling; existing. 12'11-1/2"x9'1/2"deck with steps to ground on the seaward side of dwelling to be reduced in size to be approximately 12'11-1/2"49'1/2"with steps to ground approximately 3'l 0"wide by 5'0" long and replace the hand railing; existing on-grade 20'x10' (irregular)patio on seaward side of dwelling; existing front brick walk and gravel drivewgon-grade landward of dwelling; install a 1'6"x18'8-1/2" cantilevered bay window on north side of dwelling; with the condition of the installation of gutters to leaders to drywells to contain run-off. The certificate is issued to Neil&Amelia Mac Donald owners of foresaid jVoperty. Authorized Signature Michael J. Domino, President SX�FFatk00 Town Hall Annex John M. Bredemeyer, III, Vice-President �"�� y1 ; 54375 Route 25 Glenn Goldsmith y P.O. Box 1179 A Nicholas Krupski y • TAY Southold, NY 11971 Greg Williams �Od „ �� Telephone (631) 765-1892 Fax (631) 765-6641 SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction Y2 constructed x When project complete, call for compliance inspection; •i';y°, _ � -_ ,: a I+, .• "�� : _ �ei Kr'rve i••° :` .�iiip••'i°1+i•n •1°1••100 1 l/1•{•" 101 ., !7°• 11i 9"'' 91i 1dl l 1 0 1 ! '_4 l J \ 7"�..,•.---s— A /o: .i Ja• ...,..,�iy J°.. .; Jo. Z—,"RN6,�`' "-�""•uTa�� ,,,,µ.ea"''.�.ca,:`:"'� �`r,�'.='a.,,a�„��,. � �a�,r;=,�"....Y°'n,w"`�� _ .�R; v ' fig 1 _ ,z4";i..• _ � _ � e - ir.'.•� `�l _ ;1 f .,( •.a'(niilFaaan�tt° nUU.1.atr.ru n2nrnFnry aryar.Yv iovdya.ra.In U'utrcryAanw.a lV. n-rpvU•r..,ryr nG'avaf"wX.{/Xm.m.a3fmvrrprA rnrt•!?rrM rli'tl'Mva .nYF•A n+ ,t[nYr»-ga9Uys�.v ,larr.rca.rn nr rnn n`n nv:.a..rsr•atV`ns+R<Um •/ .tl,: .! J... J -d d P,r"�' F.. - !-l Y^FXo +fr a,♦ !_,}aarrr.•rp t_ °' .� rr "11a•, BOARD OF SOUTHOLD TOWN TRUSTEES r . SOUTHOLD,NEW YORK ,: e PERMIT N0. 9429 DATE: APRIL 17,2019 .,¢= 5 s .rs ISSUED TO: NEIL&AMELIA MAC DONALD ' c PROPERTY ADDRESS: 855 LUPTONS POINT ROAD,MATTITUCK SCTM# 1000-115-11-5 's AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in is n;.,. accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 17,2019, and in - consideration of application fee in the sum of$250.00 paid by Neil & Amelia MacDonald and subject to the e.• >'q Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits '1� 3 the following: 3 ,r Wetland Permit for the existing two-story,26'x26' dwelling with one-story 14'3"x15'5-1/2" t r " addition with a 2'x9.5' bay window,two-story 20'x20'west addition with 91x4' bump-out,and 4'x8' front stoop; existing 22.3'x22.2' garage with 5'x20' breezeway to dwelling; existing 12'11- 1/2"x9'1/2"deck with steps to ground on the seaward side of dwelling to be reduced in size to !^•% p f be approximately 12'11-1/2"x9'1/2"with steps to ground approximately 3'10"wide by 5'0" long,and replace the hand railing; existing on-grade 20'x10' (irregular) patio on seaward side of dwelling; existing front brick walk and gravel driveway on-grade landward of dwelling; -- -- � �.-_• - ^a install a 1'6"x18'8-1/2"cantilevered bay window on north side of dwelling;with the condition ) of the installation of gutters to leaders to drywells to contain run-off, and as depicted on the revised site plan prepared by Pinnacle Land Surveyors LLP dated May 1,20199 and stamped approved on May 8,2019. '11Q1 �i c e4Y1DJ IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, = =' and these presents to be subscribed by a majority of the said Board as of the 8thh day of May,2019. : CA Za t�� s•.•u.s•a..•+vwi••••ui.�aYNr u•a.s v�:ar•4va•ai.....,v ..aur.n•u]:v rev•a - aepinv ve.va.r,'Aa r.)ra�,r a; iilu. •inl•n..: ::•1L•.u..... vev•••.S vrveFn�alr w:a Gtipi�l e � ail-•:-.�" �- -� ,•1\�..�_ - — �,��J�..-.� e � � � - e rr�� ,-_�;' 'lr. :ip�lll h1�,,:�' �iillb•hlhhe ':si`f0! !��°•'�—.r��iJJ/\ 11�'!.,.',!mn....;Rn7*�:•OtlJI �-�+1a*c.,mm..,..••�JIY 11��^�'^,P,�7�*"�+"W'ne�.�/� .111�:1�'3, '-s e.:::... ::e.!:::•- •+.'.= ::� ie;:• l °dli�a,•iee °e.i iia• "%°iril�il:•ie�•:>' TERMS AND CONDITIONS The Permittee Neil &Amelia MacDonald residing at 855 Luptons Point Road,Mattituck, New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Michael J.Domino,President '�'QF so Town Hall Annex John M.Bredemeyer III,Vice-President ,`O� Old 54375 Route 25 P.O.Box 1179 Glenn Goldsmith l�[ [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 �yCOUM`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 8, 2019 Neil and Amelia MacDonald 15 Blueberry Ridge Road Setauket, NY 11733 RE: 855 LUPTONS POINT ROAD, MATTITUCK SCTM# 1000-115-11-5 Dear Mr. and Mrs. MacDonald: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, April 17, 2019 regarding the above matter: WHEREAS, NEIL &AMELIA MACDONALD applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March 7, 2019, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council --- and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policies of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: house to remain in existing footprint; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 17, 2019, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 \ , WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of-the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of NEIL &AMELIA MACDONALD for the existing two-story, 26'x26' dwelling with one-story 14'3"x15'5-1/2" addition with a 2'x9.5' bay window, two-story 20'x20' west addition with 9'x4''bump-out, and 4'x8' front stoop; existing 22.3'x22.2' garage with 5'x20' breezeway to dwelling; existing 12'11-1/2"x9'1/2" deck with steps to ground on the seaward side of dwelling to be reduced in size to be approximately 12'11-1/2"x9'1/2" with steps to ground approximately 3'10" wide by 5'0" long, and replace the hand railing; existing on-grade 20'x10' (irregular) patio on seaward side of dwelling; existing front brick walk and gravel driveway on-grade landward of dwelling; install a 1'6"x18'8- 1/2" cantilevered bay window on north side of dwelling; with the condition of the installation of gutters to leaders to drywell to contain run-off; and as depicted on the revised site plan prepared by Pinnacle Land Surveyors LLP dated May 1, 2019, and stamped approved on May 8, 2019. Permit to construct and complete project will expire two years from the date the permit is approved. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Michael J. Domino President, Board of Trustees MJ D/dd c ;Fj�SUFFOLkell Michael J. Domino, President �G� � Town Hall Annex John M. Bredemeyer, III, Vice-President o 54375 Route 25 Glenn Goldsmith o h P.O. Box 1179 A Nicholas Krupskiy.�j0 Southold, NY 11971 Greg Williams " "r Telephone (631) 765-1892 rye I Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: NEIL &AMELIA MACDONALD Please be advised that your application dated March 7, 2019 has been reviewed by this Board at the regular meeting of April 17, 2019 and your application has been approved pending the completion of the following items checked off below. xx Revised Plans for proposed project—showing gutters to leaders to drywells Pre-Construction Hay Bale Line Inspection Fee ($50.00) — (Silt boom) 1St Day of Construction ($50.00) % Constructed ($50.00) xx Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 6`0 BY: Michael J. Domino, President Board of Trustees 18"0'MAX.C. FLOW GRADE-0 " DEEP HOLE �, --,, \ ,, ,� )�, y ;W..; N. S CREEK SLOPE 1 1 4" VERTICAL 6gFACE S V PERSPECTIVE VIEW A la `\y\ r\F0O)iro` o�S� BEDDING DETAIL ell 36" MINIMUM 2x2 / FENCE POST 11 oF4��4"r 0A_ ANGLE FIRST STAKE TOWARD 0� �t\�\\ °Hti c0F�y� PREVIOUSLY LAID BALE. L^ ?�. WOVEN WIRE FENCE17 ° °ro c gay ^ (6x6 10110 WWF) /MONUMENT\ \MBFp(nNA�FN✓ FLOW FILTER CLOTH Sr°� 3 1( ^ \^ (� 'V O�J$ MONUMENT FOUND ^^ % EMED FILTER CLOTH • M NB 6" INTO GROUNDI'D O BOUND HAY BALES + \ 6 TILtPLACED ON CONTOUR Q) •�� % 2 RE-BARS: STEEL PICKETS OR NOTE: ��,� \e �Srcl Fe 2"x 2"STAKES 1.5'to 7 IN GROUND. MAXIMUM DRAINAGE AREA DRIVE STAKES FLUSH WITH TOP OF 112 ACRE 1 100 LINEAR FEET HAY BALES. ANCHORING DETAIL SECTION DETAIL \\ FE \JO HCl \ \[ � �-- 2.0'E tiVa STRAW BALE DIKE DETAILS SILT FENCE DETAILS BCAi NTB BG�LE NTb FE CF \ �\ O MONUMENT FE FOUND \_ 14--- O 0.3'W �PSQEEbR O O PROPOSED 10.2' RD-1 / OVERrN(NG —12— (p 6'0 PVC PIPE � x//18.7') R 10.1' �— J O MIN.1% SLOPE W MW SITE PLAN DATA (TYPICAL) i ?. Y in W . . . . MASONi'r. . W W OWNER: NEIL & AMELIA MACDONALD PATI° W 855 LUPTONS POINT ROAD WO i? 20.0 w :' �� 'A W 0 W MATTITUCK, NY O WALKOUT \ 0 "=J SCTM: 1000-115-11-5 Q4SEMENT) O_ 3 N J Z 3 UPLAND SITE AREA: 14,561 f S.F. OD DECK O W METAL X SHOWER pwE TORY steps .— tL FENCE s.a i�$5$G i Ia'1. 154 b THIS PLAN IS BASED UPON A SURVEY DATED SEPTEMBER 26, 2018. Q' 1 O O �H 14.40' J 'MASONRY Z0 1 1 STORY ^D. 1ST FLOOR N OVERHANG Z W I Q I 0 26.3' bo 0 0i18.�• . I .�+5c I 14.3' z TANKS \ J M O I'c" MASONRY = / In 22 3' g a' .Y The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not w intended to guide in the erection of fences,walls,pools,patios,additions to buildings and any other construction. ►� LL a Subsurface and environmental conditions were not examined or considered as a part of this survey. 1 bo U� I N GARAGEN �. F � Easements,Rights-of-Way of record,If any,are not shown,unless otherwise noted. 7�- O N N �1 Z 8 ^ ' I-+ n F. . Property corner monuments were not placed as a part of this survey,unless otherwise noted. �► / _ _... Certifications on this survey signify that the survey was prepared in accordance with the current existing Code of Practice for Land 6 22.3' Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for FE 73 ! whom the survey is prepared,to the title company,to the governmental agency,and to the lending institution listed on this D.a E survey. M AY - 8 2019 I 1 r Said certifications Indicated hereon are not transferable. GRAVEL N \ I DRIVEWAY N ONUMENT _18— FE fBZOf MI 1.7'E .. _- ':.: _....._. ._... . FOUND HEDGE VINYL CE MONUMENT \ OF� OH OH---WATER Mum \— — OH —OH m — OH_ _ OH—FOUND0 E S 79'45'10"—W 100.00 Date Revision LU PTON POINT RO ^� fA/%TD APPROVED BY Tax Map: DISTRICT 1000 SECTION 115 BLOCK 11 LOT 5 BOARD OF 7 RUSTEES TOWN OF SOUTHOLD =.�.�� DINNACLE S"THICK PRECAST ,,,_.„.....„...,,... CONCRETE TRAFFIC BEARING SLAB. DATE A LAND SURVEYORS L L P CONCRETE COVER m '( S2o�q GRASS BURIED 1 FT. AREA BELOW LAWN 1 4 155 VETERANS HIGHWAY, SUITE I I 631 .648.9273 GRADE GRADE RONKONKOMA, NEW YORK I 1779 WWW.PLSLI.COM IIII— IIII STORM MER DRAINAGE CALCULATIONS STORMWATER DRAINAGE CALCULATIONS Q 2019 PINNACLE LAND SURVEYORS LLP RD-1- RD-2 PLOT PLAN �= 03MIE11=1C3STORAGE REQUIRED: STORAGE REQUIRED: = o®®®® ® 855 LUPTONS POINT ROAD a o® ®® ® ROOF AREA FRONT HALF OF DWELLING ROOF AREA REAR HALF OF DWELLING p®®®® CLEAN SAND (EXCLUDING 1 STORY): 676 S.F. & 1 STORY: 685 S.F. SITUATE O®® ® GRAVEL' ROOF AREA GARAGE & BREEZEWAY: 618 S.F. PRECAST CONCRETE DEEP 685 S.F. X 2/12 = 114.2 C.F. �A I T�� PRECAST CONCRETE TOTAL ROOF AREA: 1294 S.F. E313® LEACHING RING. STORAGE PROVIDED: °o®® 1294 S.F. X2/12 = 215.7 C.F. o® IIII= RD-2: 1-10'0 X 3 VF DRYWELL X 68.42 CF/VF = 205.3 C.F. TOWN OF SOUTHOLD SUFFOLK COUNTY, NY STORAGE PROVIDED: _ Date Unauthorized alterationoraddiiiori to this survey is a violation e -II I I I of Section 7209,sub-divitfonl2;'NAwXork State Education Law. CLEAN SAND&GRAVEL =I>� RD-1: 1-100 X 6 VF DRYWELL X 68.42 CF/VF = 410.5 C.F. MAY 1, 2019 �+' e..1 f. 'n �. zr GROUND , \ WATER Scale T-O”Min. 10'-0"Dla. 2'-V Min, 1" - 20' x%,I J Leaching Pool Detail (drywell) Sheet No. "' 47`' ;L Scats:NTS 1 of 1 NO ~ Project No. Copies of this survey map not bearing the land surveyor's signature shall not be considered to be a VIEW: 180313 embossed seal and si true and valid copy DRAWING INDEX ZONING INFORMATION CONSUCTIONTR DOCUMENTS FOR : DWG.NO. DRAWING TITLE INITIAL ISSUANCE LATEST ISSUANCE ADDRESS: 855 LUPTON'S POINT ROAD, MATTITUCK, NY, SUFFOLK COUNTY, NEW YORK, 11952 REVISION NO.&DATE ARCHITECTURAL ZONING: R-40 RESIDENTIAL LOW DENSITY (1 ACRE) T-1.1.00 TITLE SHEET, PLOT PLAN,AND NOTES 11/06/2018 3 02/27/2019 DISTRICT 1000 INTERIOR ALTERATIONS TO .i G-1.1.00 NOTES AND SYMBOLS 11/06/2018 3 02/27/2019 TAX MAP NO. SECTION: 115.00 BLOCK: 11.00 LOT(S): 5.0 y � � , '��;i; f}� G-1.2.00 BUILDING CODE REFERENCE NOTES AND PLUMBING RISER 11/06/2018 3 02/27/2019 ...>. i.; }j 4 4?> :,, 3 011 G-2.100 SPECIFICATIONS 11/06/2018 3 02/27/2019 REQUIREMENT EXISTING PROPOSED PERMITTEDXX- ,_>. . s .. G-2.200 WOOD FRAMED CONSTRUCTION MANUAL TABLES 11/06/2018 3 02/27/2019 OCCUPANCY CLASSIFICATION SINGLE FAMILY EXISTING/NO CHANGE SINGLE FAMILY »•r�`ry`i`ti" THE MacDONALD RESIDENCED-1.0.00 BASEMENT REMOVAL PLAN 11/06/2018 3 02/27/2019 LOT AREA PER DWELLING UNIT 15,140 SF EXISTING/NO CHANGE 40,000 SF MIN D-1.1.00 FIRST FLOOR REMOVAL PLAN 11/06/2018 3 02/27/2019 / D-1.2.00 SECOND FLOOR REMOVAL PLAN 11/06/2018 3 02/27/2019 LOT WIDTH 100 FT EXISTING NO CHANGE 150 FT MIN A-1.0.00 BASEMENT CONSTRUCTION PLAN 11/06/2018 3 02/27/2019 LOT DEPTH 183 FT EXISTING/ NO CHANGE 175 FT MIN 855 LUPTON 'S POINT ROAD, MATTITU C K A-1.1.00 FIRST FLOOR CONSTRUCTION PLAN 11/06/2018 3 02/27/2019 MAX. PERCENT OF LOT COVERED BY BUILDING 12.35% EXISTING/ NO CHANGE 20% A-1.2.00 SECOND FLOOR CONSTRUCTION PLAN 11/06/2018 3 02/27/2019 SUFFOLK COUNTY, NEW YORK, 11952 A-2.1.00 FRONT AND REAR ELEVATIONS 11/27/2018 3 02/27/2019 PRINCIPAL BUILDING A R C H I T E C T S A-2.2.00 LEFT AND RIGHT ELEVATIONS 11/27/2018 3 02/27/2019 FRONT YARD SET BACK 20.2 FT (GAR) 49.7 FT (RES) EXISTING/NO CHANGE 50 FT MIN 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 A-3.0.00 BASEMENT REFLECTED CEILING PLAN 11/27/2018 3 02/27/2019 INTERIOR YARD P. 631.689.8450 f F. 631.689.8459 1 www.wfcaia.com PROJECT fV O. 18- 12646 A-3.1.00 FIRST FLOOR REFLECTED CEILING PLAN 11/27/2018 3 02/27/2019 SIDE YARD SET BACK 1 6.8 FT EXISTING/NO CHANGE 15 FT MIN A-3.2.00 SECOND FLOOR REFLECTED CEILING PLAN 11/27/2018 3 02/27/2019 SIDE YARD SET BACK 2 15.4 FT EXISTING/NO CHANGE 15 FT MIN A-5.1.00 FRAMING DETAILS 11/06/2018 3 02/27/2019 (FRED AR COMBINED WIDTH OF 2 YARDS 22.2 FT EXISTING/ NO CHANGE 35 FT MIN C' A-5.2.00 FRAMING DETAILS 11/06/2018 3 02/27/2019 �O �*04UER BUILDING DNOTE REAR YARD SET BACK 78.9 FT EXISTING/NO CHANGE 50 FT MIN 4' A-6.1.00 SECTION AND DETAILS 02/27/2019 3 02/27/2019 � , ". n BUILDING HEIGHT 21.3 FT/2 STY EXISTING/NO CHANGE 35 FT OR 2 1/2 STY MAX . PROJECT CONTACTS1\ 1. THESE CONSTRUCTION DOCUMENTS WERE PREPARED USING THE 2016 NEW YORK STATE UNIFORM BUILDING GORE / 2015 LIVABLE FLOOR AREA PER DWELLING UNIT 2281 SF EXISTING/NO CHANGE 850 SF MIN N INTERNATIONAL RESIDENTIAL GORE IN CONJUNCTION W/ THE PRESCRIPTIVE DESIGN OF THE WOOD FRAME CONSTRUCTION MANUAL GARAGE 497 SF EXISTING/NO CHANGE YES 2 44 04� FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION) & ASCE 7 ARCHITECT CONTACT: NEIL MACDONALD,AIA, LEED AP OWNER: AMELIA MACDONALDO LIAM F.COLLINS,AIA ARCHITECT,LLP 15 BLUEBERRY RIDGE ROAD BASEMENT 608 SF EXISTING/NO CHANGE YES 2. ,.- WHERE APPLIGAPLE, THE ENERGY CONSERVATION CALCLILITIONS WERE PREPARED USING THE 2WIL 015 INTERNATIONAL ENERGY WIL TECHNOLOGY DRIVE SETAUKET,NY RIDGE CODS CONSERVATION GORE AS MODIFIED BY THE 2016 NEW YORK STATE SUPPLEMENT. SETAUKET, NY 11733 FIRST FLOOR 1272 SF EXISTING/NO CHANGE YES P:631.689.8450 EXTA15 P:631.476.4785 SECOND FLOOR 1009 SF EXISTING/ NO CHANGE YES NEI L.MACDONALD@WFCAIA.COM GENERAL NOTES: MUNICIPALITY NOTES: 1. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE 2016 NEW YORK STATE UNIFORM BUILDING GORE / 2015 1 ALL WORK SHALL BE IN AGGORDANOE WITH THE TOWN OF SOUTHOLD GORE. INTERNATIONAL RESIDENTIAL GORE, THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION) & ASCE 7, TOWN OF SOUTHOLD GORE, SUFFOLK COUNTY CODES AND REGULATIONS, AND ALL OTHER GOVERNING 2. NO SITE WORK OR MAJOR EXTERIOR ALTERATIONS PROPOSED A5 PART OF THIS APPLICATION. ANY EXTERIOR ALTERATIONS OR AGENCY BUILDING RE62UIREMENT6. 61TE WORK MUST BE FILED SEPARATELY WITH THE TOWN OF SOUTHOLD PLANNING, BUILDING, ENGINEERING AND TRUSTEES. 2. EACH CONTRACTOR SHALL BE HELD RESPONSIBLE TO HAVE VISITED THE SITE AND TO HAVE VERIFIED ALL EXISTING CONDITIONS 3. NO CHANGE IN NUMBER OF BEDROOMS, NO CHANGE IN BUILDING AREA OR FOOTPRINT PROPOSED. PRIOR TO START OF THE WORK. NO. DATE SUBMISSION 3. DRAWINGS ARE NOT TO BE SCALER WRITTEN DIMENSIONS SHALL 5UPER5EDE SCALED DIMENSIONS. 4. NO WORK SHALL BE PERFORMED WITHOUT A BUILDING PERMIT 16SLEP BY THE TOWN OF SOUTHOLD BUILDING DEPARTMENT.. 0 11/06/18 ISSUED FOR FILING. 4. EXISTING CONDITIONS INDICATED ON PLANS HAVE BEEN DETERMINED VISUALLY. CONTRACTOR MUST FIELD VERIFY EXISTING 1 11/27/18 ISSUED FOR BID. CONDITIONS, AND REPORT ANY DISOREPANOIES TO THE ARCHITECT, FOR REVIEW AND RESOLUTION. 2 12/31/18 REISSUED FOR BID. 5. ALL ITEMS OF WORK IDENTIFIED ON THESE DRAWINS ARE DESIGNATED TO BE NEW UNLESS OTHERWISE NOTED. 3 02/27/19 FILING SUPPLEMENT. G 6. 6ENERAL GONTRAOTOR SHALL BE RESPONSIPLE FOR ANY DAMAGE SUSTAINED TO EXISTING OR ADJACENT AREAS, BUILDINGS, SURFACES, PLANTINGS, ETC. DURING CONSTRUCTION ANP SHALL BE RESPONSIPLE FOR ALL LABOR AND MATERIALS NEEDED TO REPAIR OR REPLACE (AS DIREOTED BY OWNER) ALL ITEMS DAMAGED DURING CONSTRUCTION. 7. ALL NEW AND PATCHED SURFACES SHALL BE PAINTED UNLE55 OT-HERWI6E INDIOATED• SURFACES NOT INDIOATED f3UT• ADJACENT TO A WALL OR PARTITION SHALL HAVE THE SAME FINISH UNLESS OTHERWISE INDICATE=D. THIS APPLIES TO ALL AREAS INGLLDINO BUT NOT LIMITED TO HIDDEN ELEVATIONS, ELEVATIONS NOT SHOWN, WINDOW JAMBS, DOOR JAMBS, WINDOW SILLS AND THE LIKE. a 8. CONTRACTOR SHALL PERFORM THE REMOVAL OF THE EXISTING WORK WHERE INDICATED ON THESE PLANS, OR A5 NEEDED TO DEEP HOLE NO. DATE REVISION PROCEED WITH THE NEW WORK IF APPROVED BY THE ARCHITECT. EXISTING ITEMS TO BE REMOVED THAT ARE NOT TO BE CREEK RETAINED BY THE OWNIER SHALL BELOME PROPERIY OF THE CONTRACTOR AND REMOVED FROM THE PREMISES. NOM: KEY PLAN: DEEP HOLE CREEK 9. CONTRACTOR SHALL REMOVE ALL DEBRIS AND GLEAN ALL AREAS EFFECTED BY CONSTRUCTION PRIOR TO COMPLETION, LEAVING INFORMATION FOR TE115 PLOT PLAN WAS TAKEN FROM A LAND I '�Q+ JOB SITE FREE OF DUST AND DEBRIS. SURVEY PREPARED BY PINNACLE LAND SURVEYORS, LLP, ` 10. CONTRACTOR SCU HALL PROVIDE ALL TEMPORARY PROTECTION REQUIRED TO MAINTAIN WEATHER PROTECTION, AND SECURITY FOR DATED SETEMBER 26, 2015- AREA OF WORK THESE PREMISES, THROUGHOUT THE COURSE OF CONSTRUCTION. f�' 1 11. THE ARCHITECT AND / OR HIS CONSULTANTS DO NOT IMPLY, NOR DO THEY ASSUME RESPONSIBILITY FOR, THE METHOD OFW�zcp ~~~` PEMOLITION AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL NECESSARY + , p'�; TEMPORARY SHORING, AND PROTECTION, REQUIRED FOR PROTECTING THE INTEGRITY OF THE STRUCTURE, AND INSURING THE a@- SAFETY OF IT'S OCCUPANTS. A ' 12. ALL WORK TO BE GUARANTEED AGAINST DEFECTS IN MATERIALS OR WORKMANSHIP FOR ONE YEAR AFTER ACCEPTANCE. NOTE 'PER TOWN OF SOUTHOLD GODS SECTION 280-104 - 3. THESE DRAWING5 ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE AROHITEOT, WHETHER THE C_ EXCEPTIONS TO YARD REQUIRF�MENTS; (3) "..STEPS MAY ,, ti �w�E� 1 MADE 15 EXECUTED OR NOT. THEY MAY NOT BE USED ON ANY OTHER PROJECT EXCEPT BY PROJFLT INTO ANY REQUIRED YARD, PROVIDED THAT NO„PART �" �'� PROJECT FOR WHICH THEY ARE THEROF IS NEARER THAN FOUR FEET TO ANY LOT LINE WRITTEN AUTHORIZATION OF THE AR(HITF-,(T. 14. THE CONTRA/,TOR AND ALL SUBCONTRACTORS SHALL BE LIOENSED AND INSURED TO PERFORM THEIR WORK IN THIS AREA. ALL FrRo 4 _ WORK SHALL BE PERFORMED IN STRICT AGGORDANCE WITH ALL O.S.HA. STANDARDS. xe 5 pp�NT EXISTING PECK TO BE GUT' `UPTpN BACK. SEE PLANS. REATTACH STAIR - SEE NOTE REGARDING N PERMITTED PROJECTIONS. c«,;wcrr PROPOSED IST FL. e, FULM CANTILEVERED BAY ' WINDOW. .- h GENERAL SITE IIVORK NOTES: _ LAJ ly 1. RESTORE ANY LANDSCAPING, CURBS, PAVEMENT, PAVERS, PATIOS, WALKWAYS, FTG. THAT ARE DISTURBED DURING CONSTRUCTION. 15� MAX. J Lu r0 u a O 2. ALL METHODS AND MATERIALS OF CONSTRUCTIONLL SHACONFORM TO THE STANDARDS AND SPELIFIGATIONS OF THE TOWN OF ' sx. a STtT 1 ' SOUTHOI_D, AS APPROPRIATE. re,ex"`` ' r 165.5 S MACDONALD RES(DEN C 3. VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO BEGINNING WORK AND TO TAKE MEASURES AS NECESSARY TO PROTECT i7 ALL UTILITIES INTENDED TO REMAIN IN PLACE. ALL UTILITY RELOCATIONS WILL BE PERFORMED BY THE CONTRACTOR AND =' T '- tsT'; k COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. �'' +rnc A. UTILITY MARK OSHALL BE PEBEG PERFORMED PRIOR TO INNING THE WORK. � � � . UT 855 LUPTON'S POINT ROAC 5. THE CONTRACTOR SHALL EMPLOY THE APPROPRIATE MAINTENANCE AND PROTECTION DURING CONSTRCTION. 37a' MATTITUCK, NY 6. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH b ENISTIN6 ADDITION I ALL LOCAL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE GORES. GARAGE °"'' TO REMAIN. .. _. . _ . ... . _ TITLE: _ 7 2019 TITLE SHEET °'l PLOT PLAN & GENERAL NOTE- x [Y ( _. .__ _ __.......... DATE: 11/06/18 20* Fauars ! ' �F » i PROJECT NO: - DRAWN BY: ---� CH �x.-. --ox t+iox PC $ 79.45'fb'-'W 1 dbo.bb� �•c c CHECKED BY: NN LIPTON POINT ROAD SCALE: AS NOTED (LUPTON'S POINT RDAAD. 20" WIDE R.O.W) DRAWING NO: 0' 10' 20' 40' NOW" AM PLOT PLAN 1»_20v 1 SCALE: 1 "=20' GONGRETE AND MASONRY NOTES: STRUCTURAL NOTES: FRAMING NOTES: I. ALL CONCRETE WORK SHALL BE NORMAL WEIGHT, MIXED AND PLACED IN A66ORPANCE WITH THE LATEST AC.I. I- ALL STRUCTURAL MEMBERS AND SHEATHING SHALL BE FASTENED AS PER THE WOOD FRAME GONSTRUGTION MANUAL I- UNLESS OTHERWISE NOTED, ALL FRAMING LUMBER 1-0 BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO. 2 OR „ SPECIFICATIONS AND SHALL HAVE THE MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE AS PER TABLE R402.2 (WFGM) 2015. BETTER f = 950 MIN.. OF THE RESIDENTIAL GORE OF N.Y.S. Z. ALL STRUCTURAL CONNECTORS AND ANCHORS SHALL BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS AND ' <'} 2. ALL EXTERIOR FRAMING TO STRUCTURAL GRADE TREATED L.LdvI�ER. ALL EXTERIOR CONNECTOR TO �E GALVANIZED WITH `>;' '��.:;,, 'A�• 2. INTERIOR CONCRETE BASEMENT WALLS, FOUNDATIONS, BASEMENT SLABS, INTERIOR SLABS ON GRADE, EXCEPT GARAGE FASTENER SGHEDLIES. � S k ' POLYMER GOATFD FASTENERS PER MANUF. , RELOMMENDATIDNS, FLOOR SLABS, AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER SHALL HAVE AN Fc = 2500 P.S.I. MIN. AT 28 DAY TEST, UNLESS OTHERWISE NOTED ON PLANS. 3. THE ST DESIGN OF ALL PROPOSED NEW CONSTRUCTION IS IN GDNFOIRMANGE WITH THE REQUIREMENTS OF THE 3. ALL SHEATHING TO f5E APA. RATED, EXPOSURE I, (/Z, MIN. THICKNESS. PERIMETER PANELS AT EDGE OF ROOF & WALL CORNERS V xv {<. ;>::_ ZOIC NEW YORK STATE UNIFORM BUILDING GORE 2015 INTERNATIONAL RESIDENTIAL CODE IN CONJUNCTION W THE / TO BE NAILED IN ACCORDANCE WITH TABLE 3.10 AND 3.II OF THE W.F.C.M. 2015 ED. PROVIDE SOLID BLOCKING. UNDER ALL SEAMS. 3. EXTERIOR CONCRETE BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLSAND OT 11ER VERTICAL CONCRETE WORK PRESCRIPTIVE DESIGN of THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION) EXPOSED r0 THE WEATHER SHALL HAVE AN Fc = 3000 P.S.I. MIN. AT 28 DAY TEST, WITH 5-7% AIR ENTRAINMENT. AND ENGINEERED DESIGN PER ASCE 7. A. USE SOLID $LOCKING OR X- BRACING BETWEEN ALL JOISTS @ 8-d MAX. SPACING. 4- CONCRETE PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLAB SHALL HAVE A'. ALL FLOOR AND CEILING STRUCTURAL Ml-=MMR5 HAVE MEN DESIGNED TO ALLOW A MAXIMUM DEFLECTION OF L/300. ALL 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS & PARALLEL PARTITIONS. AN Fc = 3500 P.S.I. MIN. AT 28 DAY TEST, WITH 5-7% AIR ENTRAINMENT. PDX NE RAFTERS MAXIMUM I /BEEN DESSI TOL ON Off � MAXIMUM DELLECTION OF L/ISO. ALL EXTERIOR WALLS HAVE BEEN 5. ALL EXTERIOR WALLS, FOOTINGS, COLUMN FOOTINGS, ETG SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MIN. 0 ALL fl-161-1 WOOD CONNECTIONS r0 15E FASTENED WITH RATED METAL CONNECTORS $Y SIMPSON STRONG TIE (OR EQUAL). BEARING CAPACITY OF 2 TONS PER SQ. FT. 5. ALL FLUSH HEADERS r0 HAVE JOIST HANGERS FASTENED AT CONNECTIONS OF HEADERS AND JOIST FRAMING. 7. INTERIOR HEADERS TO BE (2) 2"x8" TYPICAL UNLESS NOTED OTHERWISE. > 6. NO CONCRETE SHALL f5E PLACES ON FROZEN GROUND, CONCRETE PLACED IN WINTER TO BE PROTECTED IN ACCORDANCE 0- LVL BEAMS AND HEADERS SHALL BE 2.0E G-P LAM LVL BY GEORGIA PACIFIC OR APPROVED EQUAL WITH AN ALL-OWABLE 8. EXTERIOR Ist. & 2nd. FL. HEADERS AT WINDOWS & DOORS r0 BE (Z) 2"0" TYP. UNLESS NOTED OTHERWISE. A R C H I T E C T S WITH STANDARD GONSTRUGTION PRACTICES. FENDING DESIGN STRESS OP 2900 PSI, SHEAR STRESS OF 285 PSI, AND MOD. OF ELAST. OF 2.0 x 10 PSI. 9- REFER TO WFLM. 2015 NAILING SCHEDUt.E5 AND TABLES ON DRAWING SHEET 02.2. 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 7. PSL BEAMS AND HEADERS SHALL BE 2.0E PARAIJ_AM PSL AS MANUFACTURED BY (TRUS JOIST) WEYERHAEUSER OR APPROVED EQUAL WITH AN ALLOWABLE BENDING DESIGN STRESS OF' 2900 PSI, SHEAR STRESS OF 290 PSI, AND MOD. P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com OF ELAST. OF 2-V x 10 PSI. FIN ilii NOTES: 8. ALL STRUCTURAL STEEL SHALL BE ASTM A99Z GRADE 50 AND CONF=ORM r0 THE REX-OMMENDATIONS OF THE AMERICAN WINDOW NOTES: \S.�ERE°ARc INSTITUTE OF STEEL CONSTRUCTION (AISG). NOTE r0 GENERAL CONTRACTOR- COORDINATE MANUF, STYLE, FINISH, COLOR, ETC. OF ALL FIXTURES, PLUvIBING, EQUIPMENT, 9 ALL STRUCTURAL FIELD CONNECTIONS SHALL USE 3/4" DIA. HIGH-STRENGTH BOLTS, SET IN 13/10" DIA HOLES, I. ALL WINDOWS ARE EXISTING TO REMAIN. � ,�p. ,• � MILLWORK, HARDWARE, LAMINATE, FLOORING, WALL COVERINGS, PAINT, TILE, ETC. WITH OWNER PRIOR TO SUBMITT� BID. CONFORMING r0 ASTM A-325 SPEGIFIGATIONS. BOLT SPACING FOR COMPOSITE BEAMS SHALL BE I'-d' 0.6. STAGGERED, '� z �'• '` 2" FROM TDP AND BOTTOM FOR ENTIRE LENGTH OF BEAM. 2. NO EXTERIOR WORK PROPOSED. N ,A = 1 I0. SHEAR HOLD-DOWN CONNECTORS SHALL BE PROVIDED AT ALL OPENIINGS AND CORNERS. ALL SHEAR HOLD-DONNS SHALI- s I. ALL NEW FIRST FLOOR SPACES EXCEPT FOR THE BATHROOM SHALL RECEIVE (1) LAYER OF 1/2" GYP. BD. WITH (1) GOAT OF BE MANUFACTURED BY SIMPSON STRONG TIE. SEE DETAILS ON SHEET A-S.I. SEE FLOOR PLAN FOR LOCATIONS. F PRIMER AND (2) GOATS MIN. OF INTERIOR LATEX PAINT BY BENJAMIN MOORE OR APPROVED EQUAL. THE LAUNDRY CLOSET (LC), , CABLE, SHALL RECEIVE WATER RESISTANT GYP. BD. ON ALL WALL SURFACES. COLOR TO BE COORDINATED WITH II- DIMENSIONS ON FLOOR PLANS LABELED WITH SUFFIX SW ARE TO BE FIELD CONSTRUCTED TYPE I SHEAR WALLS IN IF APPLICABLE, OWNER AGGOfRDANGE WITH WFGM 2015. CONSULTANT: 2. THE BATHROOMS SHALL RECEIVE (1) LAYER OF 1/2' WATER RESISTANT ANTI-MICROBIAL GYP. BD. ON ALL WALL SURFACES 12- ENGINEERED FLOOR AND CEILING JOISTS SPECIFIED ON THESE DRAVININGS SHALL BE (rd) (LEVEL AS MANUFACTURED BY EXCEPT IN THE SHOWER AREA, WHICH SHALL RECEIVE (I) LATER OF 1/2" "DUROGK" GEMENT BOARD. ALL WALL SURFACES WEYERHAEUSER. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION AND SHALL REFER TO THE MANUFACTURERS LATEST LITERATURE FOR INSTALLATION DETAILS ANP FRAMINGM PROVIDE ALL NECESSARY LOCKING AND SHALL THEN RECEIVE CERAMIC TILE; STYLE AND COLOR TO BE COORDINATED WITH OWNER. SQAUSH BLOCKS PER THE MANUFACTURERS LITERATURE. 3. ALL CEILING SURFACES SHALL RECEIVE (1) LAYER OF 1/2' GYP. BD. W/ (1) GOAT OF PRIMER, AND (2) GOATS OF BENJAMIN MOORE INTERN LATEX PAINT. COLOR TO BE SELECTED BY OWNER. A'. THE BATHROOMS, MUD ROOM AND KITCHEN SHALL RECEIVE MUDSET PORCELAIN/CERAMIC, FLOOR TILE OVER (1) LAYER OF "HARDIBACKER" AND 3/s}" PLYWOOD Sl115FLOOR. COORDINATE STYLE AND COLOR OF TILE, AND TYPE OF WALL BASE, WITH OWNER. PROVIDE A WATERPROOF MEMBRANE SYSTEM IN SHOWER AREA IN ACCORDANCE WITH THE TILE COUNCIL OF NORTH AMERICA (TGNA) LATEST ED.. NO. DATE SUBMISSION 5. INSTALL NEW WINDOW CASINGS, EXTENSION JAMBS AND STOOLS AT ALL WINDOW LOCATIONS. PATCH AND REFINISH GYP. BD. PLUMBING NOTES: 0 11/06/18 ISSUED FOR FILING. TO MATCH EXISTING IN ALL AREAS AFFECTED BY CONSTRUCTION. 1 11/27/18 ISSUED FOR BID. I. ALL PLUvIBING WORK SHALL BE PERFORMED BY A LICENSED PLUMBER, AND SHALL BE PERFORMED IN AC,C,GRDANGE WITH 6. BATHROOM VANITIES AND KITCHEN CABINETS SHALL BE 3/tl" PLYWOOD CONSTRUCTION. WITH SOFT CLOSE FULL EXTENSION IN ACCORDANCE WITH THE 2010 NEW YORK STATE UNIFORM PLWI51INCV GORE / 2015 INTERNATIONAL RESIDENTIAL GORE 2 12/31/18 REISSUED FOR BID. DRAWER SLIDES AND CABINET DOOR HINGES BY GLUM OR EQUAL. CONTRACTOR r0 COORDINATE DOOR AND DRAWER PUL AND ALL APPLICABLE REQUIREMENTS GOVERNING. 3 02/27/19 FILING SUPPLEMENT. HARDWARE STYLE AND COLOR WITH OWNER. 2. ALL PLUMBING FIXTURES SHALL BE AS SELECTED BY OWNER. 7. ALL COUNTERTOPS TO BE SOLID SURFACE, GRANITE OR QUARTZ AS SELECTED BY OWNER. 3. PROVIDE AND INSTALL ALL PIPING, FIXTURES, FITTINGS, VENTING, TRAPS, ETC,. AS {REQUIRED FOR PROPER INSTALLATION 8. BATHROOM SINKS SHALL BE WHITE, UNDER COUNTER 2d' X 10" X 7 DEEP RECTANGULAR OR OVAL BY KO LER OR EQUAL, OF TTE WORK AS SHOWN ON THE DRAWINGS. UNLESS OTHERWISE SELECTED BY OWNER. COORDINATE FINAL SELECTION WITH OWNER. A'. HOT AND GOLD WATER PIPING SHALL BE TYPE L" RIGID COPPER WITH WROUGHT COPPER FITTINGS 95--5 SOLDERED. 9. FAUCETS AND SHOWER BODIES/CONTROLS SHALL BE SELECTED BY OWNER. SUPPLY LINES TO f5E TYPICALLY 1/2" OR AS REQUIRED. 10. MILLWORK CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING IN FIELD ALL VANITY AND CABINET LOCATIONS AND 5. SOIL, WASTE, AND VENT PIPING TO BE SCHEDULE 40 P.VC., IN A66C21RDANGE WITH APPLICABLE CODES AND REGULATIONS. DIMENSIONS PRIOR TO FABRICATION. 6. PROVIDE 2" FREEZE PROOF HOSE 15IB155 IN LOCATIONS AS INDICATED. NO. DATE REVISION II. ALL BEDROOM a- SETS SHALL BE FIT OUT AS PER OWNER. PROVIDE WHITE MELAMINE HAT SHELF WITH FINISHES EDGES, 7. PROVIDE AUTOMATIC, SHUT-OFF VALVES AT WASHING MACHINE HOT & GOLD WATER SUPPLY. CONT. CLOSET POLES, AND ALL HARDWARE FOR A COMPLETE INSTALLATION. KEY PLAN: DEEP HOLE CREEK 8. PROVIDE SCALD VALVES HOT" WATER SUPPLY. IZ. LINEN GI.OSETS SHALL BE FIT OUl- AS PER Ov1MER. PROVIDE A MIN. OF (5) 22 INCH DEEP WHITE MELAMINE SHELVES WITH FINISHES EDGES. AREA OF WORK 13. PROVIDE AND INSTALL ALL BATHROOM ACCESSORIES, TOWEL BARS, ROBE HOOKS, ETC FOR A COMPLETE INSTALLATION. CONTRACTOR SHALL COORDINATE WITH THE OWNER, MANUF. STYLE, FINISH, ETG. WITH OWNER. PROVIDE 2X WOOD BLOCKING IN ELECTRICAL NOTES: 1 ....... WALL AT ALL LOCATIONS. 1 1 I. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN, AND SHALL BE PERFORMED IN ACCORDANCE y� . i 1 WITH ALL LAWS APPLYING r0 ELECTRICAL INSTALLATIONS IN EFFECT IN THE TOWN OF SOUTHOLD AND WITH ALL 77 CURRENT REGULATIONS OF THE NATIONAL ELECTRIC, CODE (NEC) AS MANDATED BY THE NEW YORK STATE BUILDING SYM OCs: YA y 1 GORE / UNIFORM FIRE PREVENTION AND BUILDING GORE AND NF.PA. REQUIREMENTS. AN'-)REV I AT IONS: (EX DENOTES EXISTING) �a 1. 2. THE CONTRACTOR STALL COORDINATE THE EXACT LOCATION AND QUANTITY OF ALL REGEPTAGLES, SWITCHES, LIGHT A/G AIR CONDITIONING EXH EXHAUST OH OVERHEAD FIXTURES, TELEPHONE, DATA/GABLE JACKS, ROUTERS, ETC. WITH OWNER. 00 1 ADJ ADJACENT EXIST IXISTING OPNG OPENING - --_ _ __-___= 1xk"" o r 2°x6" WD. FRAMING ® I6" OL. W/ 1/2° GYP. PD. 110TH 5DE5 TYP. (U.ON) A 2 ELEVATION \ AFF ABOVE FINISH FLOOR EXT EXTERIOR OPP OPPOSITE _ J ALT ALTERNATE FD FLOOR DRAIN PG POURED CONCRETE ALUM AILMINLM FDN FOUNDATION PL PLATE 4 \ ' INT R� ARCH ARCHITECT (URAL) FE FIRE EXTIN6UISHER PLAM PLASTIC LAMINATE ENERGY GORE NOTE: LB.W. 2xa'" or 2°x0° PTIERIOR LOAD $1 ARIN6 WALL (L .W) I-o f �s P� AW ABOVE RAISED FLOOR FIN FINISH (ED) PNL PANEL W/ I/2 GYP. ISD. DOTH SIDES TYP. (UDN) BD BOARD FI T FIXTLFE PTN PARTITION 1. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, BELIEF AND PROFESSIONAL JU7GE�AENT, THESE PLANS ARE IN A 2 DETAIL BPF MOW FINISHED FLOOR T FP FIREPROOF RRAD RISER RISS IMUS COMPLIANCE WITH THE N.Y-6. CONSERVATION GORE AND THE UNIFORM FIRE PREVENTION AND BUILDING GORE. BLDG BUILDING FP FIREPROOF SQ.F-U1�51N6 RD ROOF DRAIN BRICK VENEER BLK BLOCK _ _ 2. PROVIDE AND INSTALL FORMALDEHYDE-FREE HIGH DENSITY KRAFT F,ACU FIBER GLASS BATT INSULATION BY JOHNS BO BOTTOM OF FffT TG FOOTING REINF REI�� MANVILLE TO ACHIEVE AN R-15 VALUE FOR 3-1/2" EXTERIOR WALL FRAMING, R-19 FOR 5-I/2" EXTERIOR WALL FRAMING, BRC, BEARING AND R-30 IN CEILING ASSEMBLIES TO ATTICS SPACES, AND IN SPA6ES AS INDICATED ON PLANS. GB CATCH BASIN GA GA6E, 6AU6E RM ROOM SECTION GI CAST IRON C76 6ENERAL Ev CONTRACTOR RO ROUGH OPENINCONCRETE MASONRY UNIT (CMU) A 2 GL CENTER LINE GFI GROUND FAL1_T IM-ERRU S 50UTH GLC, CEILING GL 6LASS, 6LAZING SGWD SOLID GORE WOOD DOOR GLR CLEAR (AWE) GWB OYPSLM WALL BOARD SP SQUARE For 6PECIF16ATION EXISTING WALL WD POST CMU 60NORM MASONRY LNIT HC HOLLOW CORE SIM SIMILAR DEMOLITION NOTES: UNTER GNTR COHDR HEADER SPEC 4"X4" (U.UN.) _ CPO- 6OL" HDW HARDWARE S4 Sq-WE 1. DASHED LINES REPRESENT EXISTING WALLS, DOORS AND WINDOWS THAT ARE TO BE REMOVED IN THEIR ENTIRETY. y GONG 60WIRM HOT HE1611T STL S�- GT CERAMIC TILE HP HIGH POINT SUSP SInPENDED REPAIR ADJACENT WALLS, CEILING, FLOOR, ETC., WHICH ARE TO REMAIN, TO MATCH EXISTING. REROUTE OR REMOVE EXISTING WALL TO BE PATGHEP EXISTING ELECTRIC AND/OR PLU f5lNG AND ASSOCIATED CONTROL DEVICES AS REQUIRED. VERIFY DIRECTION OF ALL GTR CENTER HTO HEATING T TFZV ADJACENT FRAMING, AND PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED. SEE FLOOR PLAN AND SECTION FOR HOSE BIB M AC D O N A L D RESIDENCE DEMO DEMOLITION HVAC HEATING VENTILATION THK THICK (NESS) cp DEPT DEPARTMENT- & AIR CONDITIONING T.O. TOP OF NEW STRUCTURAL INFORMATION. ------------ �iAR - )1� I DF DRINKING FOUNTAIN IG ISOLATED GROI�ID TRS. TOL' OF STEEL ------------ EXISTING WALL TO BE REMOVED DIA DIAMETER 2. THE ARCHITECT AND / OR HIS CONSULTANTS DO NOT IMPLY, NOR DO THEY ASSUME RESPONSIBILITY FOR, THE METHOD _... . IN INCH TYP TYPICAL OF DEMOLITION AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIIBLE FOR PROVIDING AND INSTALLING ALL NECESSARY DIAD DIAGONAL INSUL INSULATION LION LN165 OTHERWISE NOTED TEMPORARY SHORING, AND PROTECTION, REQUIRED FOR PROTECTING THE INTEGRITY OF THE STRUCTURE, AND INSURING WI NEW WINDOW 855 LUPTON'S POINT ROAD DIM DIMENSION LAM LAMINATED) VGT VINYL_ COMP051TE TILE THE SAFETY OF ITS OCCUPANTS. SLOPE DN DOWN LAV {ROOF SLOPE MATTITUCK, NY PP DAMP PROOFING � LAVATORY VIF VERIFY IN FIELD LOW POINT VWG VINYL WALL. COVERING D{R DOOR MAX DS DOWNSPOUT MECH MMECMIGAL WB WALL BAS -Q PARTITION TYPE PTL DETAIL MFR(D) MANLFAGTJRE (R) (D) WG WATER CLOSET DWG DRAWING MIN MINIML.M WD WOOD SDING Doan (TLE: DwR DRAWER MIR MIRROR WM WIRE MESH LNOTES AND SYMBOLS E EAST MO MASONRY OPENING W/O WITHOUT p SHEAR WALL HOLD DOWN. EAEACH MT- META- WP WATERPROOFING SEE FLOOR PLAN FOR LOCATION. ELEC ELEVATIO (AL) N NORTH WWM WELDED WIRE MESH DATE: 11/06/18 ELEV ELEVATION NIG NOT IN CONTRACT EXISTING DOOR ENOL ENCLOSE (ENGLOSim) NOM NOMINAL WWF W LPED WIRE FABRIC ETR EXISTING TO REMAIN NTS NOT TO SCALE PROJECT NO: - OA OVERA50 CFM EXHAUST FAN EQ EQUAL LL EW EACH WAY OG ON CENTER DRAWN BY: PG NEW DOOR CHECKED BY: NM SCALE: AS NOTED Q SMOKE DETECTOR DRAWING NO: AM EXISTING DOOR TO BE REMOVED �o CARBON MONOXIDE DETECTOR fi 2016 NEW YORK STATE UNIFORM CODE / 2015 INTERNATIONAL RESIDENTIAL CODE NOTES : ry R305.1 MINIMUM HEIGHT. HABITABLE ROOMS, HALLWAYS, CORRIDORS, BATHROOMS,TOILET ROOMS, LAUNDRY ROOMS AND BASEMENTS SHALL R310.1.1 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.24"MINIMUM R314 SMOKE DETECTION AND NOTIFICATION.ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN } v4tiiY HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET.THE REQUIRED HEIGHT SHALL BE MEASURED FROM THE FINISH FLOOR TO THE LOWEST CLEAR OPENING HEIGHT,20"MINIMUM CLEAR OPENING WIDTH,44"MAX STILL HEIGHT. ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. »� PROJECTION FROM THE CEILING. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND UL 2034. :. ; R310.2 WINDOW WELLS.THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQUARE FEET(0.9 M2),WITH A MINIMUM : ? EXCEPTIONS: HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES (914 MM).THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND HARD WIRED SMOKE ALARMS WITH BATTERY BACKUPS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. EACH SLEEPING ROOIv12. ,`... 1. BEAMS AND GIRDERS SPACED NOT LESS THAN 4 FEET ON CENTER MAY PROJECT NOT MORE THAN 6 INCHES BELOW THE REQUIRED CEILING RESCUE OPENING TO BE FULLY OPENED. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,3.ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. HEIGHT. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES (1118 MM) SHALL BE R302.5 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED.OTHER EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS IN ACCORDANCE WITH THE CODE. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE ` € OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 20 MINUTE FIRE-PROTECTION-RATED ASSEMBLIES EQUIPPED WITH INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. SELF-CLOSING DEVICES. R311.7 STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY AND THE R315 CARBON MONOXIDE ALARMS.ALL CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND INSTALLED IN MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE LESS ACCORDANCE WITH UL 2034 AND UL 217.COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE R302.6 SEPARATION REQUIRED.THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY HORIZONTAL OR VERTICAL THAN 31.5 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE PROVIDED ON WITH UL 217 AND UL 2034. ;> SEPARATIONS CONFORMING TO SECTION R302.6. BOTH SIDES. CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE FROM THE RESIDENCE AND ATTICS: PARTITIONS USED TO SEPARATE AN ATTACHED GARAGE FROM A RESIDENCE OR ATTIC SHALL HAVE NOT LESS THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED FROM THE TREAD NOSING. VICINITY OF THE BEDROOMS.WHERE A FUEL BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, A A R C H I T E C T S THAN (1) LAYER OF 1/2"GYP. BD.APPLIED TO THE GARAGE SIDE. CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN THE BEDROOM. THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND THE MINIMUM TREAD DEPTH SHALL BE 10"IN CONFORMANCE WITH R314.2.MINIMUM 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 VERTICAL SEPARATIONS:WHERE PARTITIONS ARE USED TO SEPARATE AN ATTACHED GARAGE FROM A HABITABLE SPACE ABOVE A GARAGE, HEADROOM 6'-8'.ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTION R311.5.3. ENCLOSED ACCESSIBLE CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A P. 631.689.8450 F. 631.689.8459 www.wfcaia.com THE ASSEMBLY SHALL HAVE NOT LESS THAN (1) LAYER OF 5/8"TYPE"X"GYP. BD.APPLIED TO THE GARAGE SIDE. SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH COMMERCIAL POWER SOURCE,AND WHERE PRIMARY POWER IS INTERRUPTED,SHALL RECEIVE POWER FROM A BATTERY. I I GYPSUM BOARD. R302.9 WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200.WALL AND CEILING FINISHES R807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC \, ED q C� SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. FINAL, INSTALLED STAIRWAYS, HANDRAILS,GUARDS SHALL BE INSTALLED IN FULL CONFORMANCE WITH THEIR RESPECTIVE CODE SECTIONS. AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEIGHT OF 30 INCHES OR MORE.THE ROUGH-FRAMED OPENING SHALL.NOT �5 NpER yj \ ARCHITECT IS NOT RESPONSIBLE FOR THESE INSTALLATIONS BE LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION.A 30-INCH �O R308 GLAZING AT HAZARDOUS LOCATIONS SHALL HAVE GLAZING PROTECTION IN CONFORMANCE WITH R308. IN GENERAL,GLAZING IN ALL MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING.SEE DOORS AND FIXED SIDE PANELS, GLAZING LESS THAN 60"ABOVE SURFACES OF WHIRLPOOLS, BATHTUBS,SHOWERS, ETC., GLAZING IN AN R311.5.6 HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24"ARC OF THE DOOR AND RISERS. Z WHOSE BOTTOM EDGE IS LESS THAN 60"ABOVE THE FLOOR OR WALKING SURFACE, GLAZING OVER 9 SQUARE FEET,GLAZING LESS THAN 18" R808.1 COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 3 INCHES FROM RECESSED LIGHTING LUMINAIRES, FAN MOTORS, ABOVE THE FLOOR, GLAZING WITH TOP EDGE MORE THAN 36"ABOVE THE FLOOR,GLAZING WITH ONE OR MORE WALKING SURFACES WITHIN HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, AND OTHER HEAT-PRODUCING DEVICES OR SEPARATED IN ACCORDANCE WITH THE CONDITIONS STIPULATED IN THE FIXTURES LISTING. p Q� 36"HORIZONTALLY OF THE GLAZING, GLAZING ADJACENT TO STAIRWAYS/LANDINGS, ETC..SEE COMPLETE TEXT OF R308.4.GLAZING FOR SHALL BE NOT LESS THAN 34 RECESSED LIGHTING INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF SECTION NI 101.3. SPECIFICS ON LOCATIONS AND EXCEPTIONS. INCHES. ` OF R1001 MASONRY CHIMNEYS SHALL BE CONSTRUCTED,ANCHORED,SUPPORTED,AND REINFORCED AS REQUIRED IN THIS CHAPTER OF THE �-- R308.6 SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH THIS SECTION AND HAVE FULLY TEMPERED GLAZING. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT,FROM A POINT DIRECTLY ABOVE THE TOP RISER OF BUILDING CODE AND THE APPLICABLE PROVISIONS OF CHAPTERS 3,4,AND 6 WITH APPLICABLE CLEARANCES TO COMBUSTIBLES AND CONSULTANT: THE FLIGHT TO A POINT FIRESTOPPING. EXCEPTION:IN LIEU OF PROVIDING PARTITIONS THAT HAVE A 3/4-HOUR FIRE-RESISTANCE RATING,ONE LAYER OF 5/8 INCH THICK,TYPE-X, DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY GYPSUM BOARD MAY BE INSTALLED ON THE GARAGE SIDE AND ONE LAYER OF 1/2 INCH TYPE X,GYPSUM BOARD MAY BE INSTALLED ON THE TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCH BETWEEN THE WALL AND THE HANDRAILS. R1004 FACTORY BUILT FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE RESIDENTIAL CODE OPPOSITE SIDE.APPLICATION SHALL BE IN ACCORDANCE WITH SECTION R702.3. OF NEW YORK STATE. FACTORY BUILT FIREPLACES SHALL BE TESTED IN ACCORDANCE WITH UL 127. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE TYPES PERMITTED BY THE CODE OR PROVIDE EQUIVALENT GRASPABILITY IN ACCORDANCE R309.2.2 HORIZONTAL SEPARATIONS.WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM THE LIVING SPACE OR ITS WITH R311.5.6.3. R1005 FACTORY BUILT CHIMNEYS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER OF 5/8 INCH THICK TYPE X,GYPSUM BOARD,INSTALLED IN ACCORDANCE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE. WITH THE REQUIREMENTS OF SECTION R805.1.OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE R312.1 GUARDS. PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR IS OTHERWISE PROTECTED BY VERTICAL SEPARATIONS.WHERE THE HORIZONTAL SEPARATION IS A FLOOR-CEILING ASSEMBLY,THE STRUCTURE OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT.OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5/8 INCH TYPE X GYPSUM BOARD OR EQUIVALENT. THAN 30 INCHES (762 MM) ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES (864 MM) IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. (SECOND STORY GUARDS ARE RECOMMENDED TO BE HIGHER.) GARAGE FLOOR SURFACES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO DRAIN TOWARD THE MAIN VEHICLE ENTRY ALLOW . DEFLECTIONS O F ST R U CT. MEMBERS DOORWAY. REQUIRED GUARDS ON SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES OR MORE IN DIAMETER. TABLE R301 .7 NO. DATE SUBMISSION R310.1 EMERGENCY ESCAPE AND RESCUE REQUIRED. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT ONE 0 11/06/18 ISSUED FOR FILING. LEAST ONE OPERABLE EMERGENCY AND RESCUE OPENING.SUCH OPENING SHALL OPEN DIRECTLY INTO A PUBLIC STREET,PUBLIC ALLEY,YARD STRUCTURAL MEMBER ALLOW. DEFLECTION OR COURT. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS SHALL BE REQUIRED 1 11/27/18 ISSUED FOR BID. IN EACH SLEEPING ROOM, BUT SHALL NOT BE REQUIRED IN ADJOINING AREAS OF THE BASEMENT.WHERE EMERGENCY ESCAPE AND RESCUE RAFTERS HAVING SLOPES GREATER THAN 3/12 W/NO L/180 2 12/31/18 REISSUED FOR BID. OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR.WHERE A DOOR OPENING FINISHED CEILING ATTACHED TO RAFTERS HAVING A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND IS 3 02/27/19 FILING SUPPLEMENT. PROVIDED WITH A BULKHEAD ENCLOSURE,THE BULKHEAD ENCLOSURE SHALL COMPLY WITH SECTION R310.3.REFER TO THE COMPLETE BUILDING CODE FOR MORE INFORMATION. INTERIOR WALLS AND PARTITIONS H/180 fzooff I �3 VFR ploof FLOORS L/360 TABLE P3111.3 I CEILINGS WITH BRITTLE FINISHES L/360 SIZE OF GGM15INATION WASTE AND VENT PIPE MAXIMUvI NUv1l3ER OF FIXTURE UNIT ATTIC I ATTIC CEILINGS WITH FLEXIBLE FINISHES L/240 DIAMETER OF (d.f.u) ALL OTHER STRUCTURAL MEMBERS L/240 PIPE 3" -- 3" e44W't*'ro A HOU&M 0PA40 OR W*a"To A vww ae EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 GrMK OU"*XMM F -7i T- EXTERIOR WALLS-WIND LOADS WITH 6THER BRITTLE FINISHES H/240NO. DATE REVISION 2 12 12 2 (RENOVATED I .2" 2 EXTERIOR WALLS-WIND LOADS WITH AEXIBLE FINISHES H/120 DEEP HOLE CREEK KEY PLAN: G ( RENOVATED I MASTER i LINTELS SUPPORTING MASONRY VENE WALLS U600 ' NEW 115ATIIROOM I I15ATHROOM I NEW LAV. I LAV. NOTE: 3 IZ 31 L=SPAN LENGTH, H=SPAN HEIGHT. AREA OF WORK A.THE WIND SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF `a 4 20 50 I NEVI/ DETERMINING DEFLECTION LIMITS HEREIN. � h NEW NEW St-fWR NEW R MEMBERS, OF THE CANTILEVER B. FOR CANTILEVER L SHALL BE TAKEN AS TWICE THE LENGTH K I�� I I�" 1 NOTE: 2ND FLOOR WG TU15 FD WG 2ND FLOOR I. MATERIALS FOR DRAINS, WASTE, AND VENTS SAIL I IN AG(.ORDANCE WITH DESIGN LOADS PER SECTION TAML P30M.1 AND P3111.3 OF T11E RESIDENTIAL CODE OF N.Y.S. 2. CONTRACTOR TO PROVIDE FLUSH, rAPED IN, ACCESS PANELS AT ALL a.FAN 3 2 I 2„ 3 R301 .5 y� 1 aT LOCATIONS. 3. VERIFY SIZES OF EXiSrINO PLLN131Ne, AND REPORT DISCREPANCIES TO 3„ 3„ LIVE DEAD p �. ARUIITEGT. SNOW 3„ 3 30 10 ROOF: PER 7:12 PITCH -A\ I 40 10 BALCONIES/DECKS/ PORCHES 4 '' . . T go F _T SPAIN RENOVATED RENOVATED 2" 40 10 ROOMS OTHER THAN SLEEPING ROOMS `LIPTON. RENOVATED I I 2" MUDROOM I KIT c.HEN MUD ROOM RENGWATC=P I I V 30 10 SLEEPING ROOMS IIA � I I NEW 20 10 ATTICS WITH STORAGE I NEW WASI'IER � I NEW I KITUIEN ATTICS WITHOUT STORAGE LAV SINK 10 10 I NEW SINK _ 2" 30 10 HABITABLE ATTICS SERVED WITH FIXED STAIRS °'!1t�,ri 2015 NEW '� NEW ANEW I 2" G.O. 2" NEW 40 10 FIRE ESCAPES IST. FLOOR w WG Fv C = D.W. IST FLOOR 200 0 GUARDS AND HANDRAILS 3" vi 50 0 GUARD INFILL COMPONENTS '- EXIST. 2 PASSENGER VEHICLE GARAGES LAV SO 50 3„ 3„ 40 10 STAIRS MACDONALD RESIDENCE F.A.I. W, EXISTING GENERAL CODE REFERENCES G.O. GD. LAV 855 LUPTON'S POINT ROAD PLUMBING RISER D I A G T�IC� TIE INTO - - EXIST 1. WHERE APPLICABLE,THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF THE 2015 INTERNA71ONAL 1 �y�p SANITARY EXISTING EXIST' 4!' GO. RESIDENTIAL CODE. MATTITUCK, NY N.T.S. HOUSE �E u- 2.WHERE APPLICABLE,THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 25-33 OF THE 2015 INTERNATIONAL f5ASEMENT PASEMENT RESIDENTIAL CODE. TITLE: 3. ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 3441 OF THE 2015 INTERNATIONAL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA INSULATION SCHEDULE RESIDENTIAL CODE. BUILDING CODE REFERENCES 4. EXTERIOR WINDOWS,GLASS DOORS AND GLAZING SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R609.3 AND 308.6.9. AND PLUMBING RISER TYPE LOCATION THICKNESS R-VALUE 8301 .2( 1 ) (SUFFOLK COUNTY) 5. IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,A MOISTURE VAPOR EXPANDED EXTERIOR WALL - 1/2 INCH 2 RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE WITH SECTION R318. DATE: 11/06/18 WIND DESIGN SUBJECT TO DAMAGE FROM POLYSTYRENE (EPS) CONTINUOUS PROJECT NO: - ' GROUND SEISMIC WINTER ICE BARRIER AIR MEAN 6.WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200 WITH A SMOKE-DEVELOPED SNOW SPEED TOPOGRAPHIC SPECIAL WIND-BORNE DESIGN TERMITE KRAFT FACED BATTS 12 INCH 38 FROST LINE DESIGN UNDERLAYMENT FLOOD HAZARDS/ FREEZING ANNUAL 2X12 ROOF INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION R315. DRAWN BY: PG LOAD (MPH) EFFECTS WIND REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TEMP REQUIRED FIRM PANEL/ DATE INDEX TEMP. RAFTERS 2X8 ROOF 7.INSULATION SHALL HAVE AFLAME-SPREAD INDEX OF NOT GREATER THAN 25 WITH ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN CHECKED BY: NM ' MODERATE TO NO - ZONE 'X' KRAFT FACED BATTS RAFTERS 5 1/2 INCH 21 450 IN ACCORDANCE WITH SECTION RR316. SCALE: ZOp s f 130 ULT. NO NO NO 15 SEVERE 3 FEET HEAVY (0.6 YES 1'%,10-�,60452H / 9/x/18 4}52 5 52.7 KRAFT FACED BATTS 2X10 CEILING 10 INCH 30 8.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702.3 AND EXTERIOR WALL COVERING SHALL BE IN DRAWING NO: AS NOTED NOTES: JOISTS 1.SUBJECT PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD AREA. ACCORDANCE WITH SECTION 8703.4. AM 2.SUBJECT PROPERTY IS LOCATED WITHIN A WINBORNE DEBRIS REGION. ROOFING SHINGLE FASTENING SHALL CONFORM TO HIGH WIND KRAFT FACED BATTS TJI FLOOR JOISTS 12 INCH 38 9.ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. ZONE REQUIREMENTS. WINDOW OPENINGS SHALL BE PROTECTED IN ACCORDANCE WITH THE WFCM 2015. EXTERIOR WALL KRAFT FACED BATTS CAVITY 3.5 INCH 15 %t7 1 0 10.WHERE APPLICABLE,THE FIREPLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTER 10 8, 18 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. DIVISION 1 -GENERAL REQUIREMENTS 8. Beam pockets shall be formed into concrete walls to provide a continuous level flat solid bearing surface 2. Bearing Walls supporting one floor or more: 1.Work performed shall comply with the following: for all beams. a. Partitions must be constructed of minimum 2 x 4 studs spaced 16"o.c.of type lumber specified. , a.These general notes unless otherwise noted on plans or specifications. b.If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used,floor joists shall be centered directly over and below bearing wall studs with a .r b. Building Code as specified on the architectural drawings. DIVISION 6-WOOD tolerance of no more than 1"unless substantiated by engineering calculations. c.All applicable local and state codes,ordinances and regulations. A. Lumber Grade:American Softwood Lumber Standard c. Bearing stud walls must be sheathed with a minimum 1/2"gypsum board fastened according to drywall manufacturer recommendation. k d. In areas where the drawings do not address methodically,the contractor shall be bound to perform in strict compliance with manufacturer's specifications and/or recommendations. Gradin shall comply with DOC PS 20-70 and applicable Western Wood Products Association standards. R.Wood Roof Trusses: 1.Timber trusses shall be designed in accordance with accepted engineering practices.Calculations,joint strength information (allowable �;; <::r:.;::;,.�0/1.�){.';, . •:; 2.On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and his subcontractors 1.All lumber shall be, unless otherwise noted, No.2 grade. Douglas Fier Larch with the following minimum structural values. load per square inch or per nail,allowable edge distance,allowable end distances) load test data and other information as necessary shall be a. Extreme fiber bending stress:2 x &WIDER Fb 875 PSI submitted to local authorities for approval prior to fabrication. Each truss shall be secured at bearing with one"rafter tie"metal type anchor at 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should consult Engineer in case of question. b.Horizontal Shear: Fv =95 PSI ` " >`: . �, � each end c.Compression perpendicular to rain: FcL=625 PSI 4.The general notes and typical details apply throughout the job unless otherwise noted or shown. d. Compression parallel to grain: Fc = 1300 PSI 2.Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to include this information with shop $ €r' e.Modulus of elasticity: E= 1,600,000 PSI drawings. Each truss to be secured at one end with a metal"rafter tie"t "Simpson" Y g type anchor and a scissors truss connector, ora rowed ;f> �;::$ :v$ ,• � 5. Discrepancies: The contractor shall compare and coordinate all drawings;when in the opinion of the contractor,a discrepancy exists he f.Moisture content: 19%maximum equal,at the other end to tie down the truss while permitting the truss to move outward without deflecting the wall. � :�• ;; shall promptly notify the Engineer,in writing, before proceeding with the work or he shall be responsible for the same and any indirect results of . his action. 2.Other species may be used provided substituted species shall meet or exceed requirements noted above. 3.Truss diagrams and truss layout plan show design intent only. Truss manufacturer shall verify all spans, dimensions,heel heights, pitches, etc. Fabricator must submit two sets of component shop drawings and truss layout plan,each sealed by a professional engineer registered in the 6. Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the work. In the event that certain 3. Moisture content: All lumber 4"and deeper shall have moisture content not greater than 19%, air dried lumber is desired but not necessary. jurisdiction where the construction is taking place,to Engineer prior to fabrication,one for Engineer's records and one to be returned to features of the construction are not fully shown on the drawings,current national,state and local codes, ordinances,regulations or agreements Lumber may be kiln dried, however drying process must be slow and regulated to cause a minimum amount of checking,comparable with air contractor after review. as well as current acceptable building practices shall govern,and their construction shall be of the same character as for similar conditions dried stock. that are shown or noted. 4.Truss shop drawings indicating calculations,loading,load test data, horizontal thrust and any other information required shall be sealed by a A R C H I T E C T S 4.All exterior lumber and lumber in contact with masonry or concrete shall be pressure preservative treated in accordance with AF&PA professional engineer registered in the jurisdiction where construction is taking place and be submitted to building officials prior to fabrication. 7.The Engineer will not be responsible for and will not have control over construction means, methods,techniques,sequences or procedures, standards and stamped"Ground Contact 0.40 lbs/cubic foot". 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 or for safety precautions and programs in connection with the work, and will not be responsible for the failure of the Client or his contractors, 5.Store trusses above grade on wood sticking in such a way to prevent bending,warping or deflection of trusses. P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com subcontractors, or anyone performing any of the work, to carry out the work in accordance with the approved contract documents. 5. Grade stamps shall appear on all lumber. 6. Roof Truss Bracing: Install permanent bracing for all wood roof trusses as specified below. Follow all recommendations specified in Bracing 8.Any and all drawings and specifications for sitework, plumbing supply or waste,electrical circuitry,and heating,ventilating,fabricated 6.Store all lumber above grade and protect from exposure to weather. Wood Trusses: Commentary and Recommendations BWT-76 published by the Truss Plate Institute, Inc. ,��FtED A'4C� trusses,and air conditioning systems are not a part of the professional services provided to the Client by the Engineer unless included under their agreement. Any discrepancies with these documents by any of the above listed services as shown in documents prepared by others B. Flitch Beams: a.Top Chord Plane: Properly installed plywood sheathing with staggered joints and correct nailing should adequately brace the top chord �O\��1��ER M�ctii�� should be indicated in writing to the Engineer immediately. 1.Flitch beams shall have a minimum fb= 15000, E=11.4 with 1/2"bolts located not closer than 2 from the top and bottom edge unless plan. However,when gable end trusses are used, continuous 2 x 4 braces should be installed at a 45"angle to the truss framing. These braces e �� otherwise noted. There shall be a bolt top and bottom 2"from each.end (see typical flitch plate bolt pattern detail). should occur at 3 points on each gable end: midspan between roof center-line and wall on each side of center-line and at center line of 9. Prior to application for building permits,the Contractor will furnish the Engineer with two sets of shop drawings of all prefabricated roof. if components,one set to be retained by Engineer,the other set to be returned to contractor after review. Items requiring shop drawings include C.Joist Hangers: but are not limited to roof trusses,floor trusses,stairs,cabinets, vanities,etc. Should the design or configurations of an prefabricated 1.All uriins,joists and beams not framed over supporting members shall be supported g g y p p t pp g pported b.Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace should cross at least 4 component be modified during construction from previously approved shop drawings,the Engineer shall be furnished, prior adjacent trusses and terminate at the truss ridge. Securely nail this brace to all members it crosses. Install this bracing at all gable or end wall to fabrication,with revised shop drawings incorporating the revision. If the Engineer is not provided with the above information, the client shall 2.Joist hangers shall be prime quality steel which conforms to ASTM-A525,min.22 gauge. Products acceptable conditions and at 14 foot minimum Intervals throughout the truss system. � NE " defend,indemnify,and hold harmless the Engineer from any claim or suite whatsoever,including but not limited to,all payments, expenses or shall be Simpson, Kant-Sag,or equivalent. costs included,arising or alleged to have arisen from prefabricated items. c. Bottom chord plane: provide continuous 2 x 4 braces on top of the bottom chord of all roof trusses. three rows minimum are required CONSULTANT: D.Bolts in Wood Framing: located at the 1/4 points of the truss span. securely nail these braces to all members that it crosses. 10.The conditions and assumptions stated in these specifications shall be verified by the contractor for conformance to local codes and 1.All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate washers. conditions. In the event of a discrepancy between these specifications and local codes or conditions,the contractor shall notify the Engineer in writing of the discrepancy and special engineering requirements shall be applied to insure the building's structural integrity. 2.Steel plate washer sizes shall be as follows: a. 1/2"and 5/8"Diam. bolts-2-1/4"sq.x 5/16" S.Wood Floor Trusses: 11.These requirements may be superseded by more stringent information contained within b.3/4"Dia. bolts-2-5/8"sq.x 5/16". 1. Floor trusses to be manufactured and installed in strict accordance with manufacturer's recommendations. All spans,joist depth and the drawings. The more stringent shall be followed. 3. Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. spacing to be verified by manufacturer's.Shop drawings indicating calculations, loading,load test data and any other information required 4. For sill anchors,see typical details on architectural drawings. shall be sealed by a professional engineer registered in the jurisdiction where construction is taking place. Truss manufacturer shall verify all 12.Soil conditions shall conform to or exceed the following conditions: spans,dimensions, bearing points spacing, etc. Fabricator must submit two sets of complete shop drawings and truss layout plan, each sealed Bearing Capacity:Min. 2000 psf.field verified under all footings and reinforced slabs. E. Lag Bolts: by a professional engineer registered in the jurisdiction where the construction is taking place,to Engineer prior to fabrication, one for Engineer's Water Table: Min.2'-0"below bottom of all concrete slabs and footings. Footings,foundations,walls,and slabs shall not be placed on or in 1.Shall be of structural grade steel. records and one to be returned to contractor after review. Marine Clay, Peat and other organic materials. 2.Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent exposure to the elements. 2.Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimum Always store upright,especially if stacking. 13. Live Loads: Roof: 20psf. Floor:40psf (except sleeping rooms:30psf). Exterior Balconies: 60psf. Stair Landings:40psf. Wind Load: 15psf. 2/3 depth of members being bolted together. NO. DATE SUBMISSION Garage:50psf. Maximum foundation lateral pressure: 40psf. Dead Loads: l Opsf. Decks: 40psf.Attics without storage l Opsf.Attics with storage DIVISION 7-THERMAL AND MOISTURE PROTECTION 0 11/06/18 ISSUED FOR FILING. 20psf.Guardrails &Handrails 200psf. F.Altering Structural Members: p p A. Roofing: 1. No structural member shall be omitted,notched,cut, blocked out or relocated without prior approval by the Engineer. Do not alter sizes of 1 11/27/18 ISSUED FOR BID. 14. Bottom of footings shall extend below frost line of the locality and minimum 3'-0"below existing grade to undisturbed soil or soil compacted members noted without approval of Engineer. 1. Fiberglass Shingles:THIRTY (30) year self sealing shingles over 1 layer of 30# asphalt saturated felt underiayment unless otherwise noted. Install according to manufacturer's instructions. 2 12/31/18 REISSUED FOR BID. to 95 as verified by a soils engineer licensed in the locality where project is being built. G. Built-up Beams: 2.Cedar Shakes: #2 grade red-label cedar shakes (18" 1 x.457) over one layer 30#a.s.f.underiayment. Install with 4 3 02/27/19 FILING SUPPLEMENT.15.All foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed soil exceeds 16", but less than 4-0 1/2"weather exposure. Apply an 18"wide strip of 30# a.s.f.over each course of shakes,9"from bottom edge of shake ",shall 1. Built-up beams or joists formed by a multiple of 2 x members shall bte interconnected as follows: extending over top r shake and onto sheathing. consist of clean,porous,soil compacted in 6"layers to 95 or provide #4 rebar at 2'-0"o.c., F-0"beyond edge of undisturbed soil and F-0"into a. Members 9-1/4"and less in depth: glue and internail w/2 rows 16D,nails at 12"o.c.staggered. 3.Eave Flashing: See note B-4, below. foundation wall. b. Members greater than 9-1/4"in depth or multiple 3 x members through bolt with 1/2"diameter machine bolts at 24"o.c.staggered. B. Flashing: 16. Free draining ranular backfill SM or better shall be used against foundation walls consistent with the architectural tans and related H.Cutting of Beams,Joist and Rafters: 1.All flashing,counter flashing,and coping when of metal shall be of not less than no.26 U.S.gauge corrosion-resistant 9 g ( ) g P 2. Flash all exterior openings and all building corners with approved material to extend at least 4"behind wall covering.Cover all exposed details. Equivalent fluid pressure of backfill not to exceed 40pcf (pounds per cubic foot). If backfill pressures exceed 40pcf, then walls must be 1.Cutting of wood beams,joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of the member and shall plywood at building corners with waterproof building paper, designed for actual pressures by a registered Professional Engineer licensed in the locality where project is being built not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shall not exceed 1/4 the depth of the member. Holes 3.Step flash at all roof to wall conditions. Flash and caulk wood beams and other projections through exterior walls or roof surfaces. bored or out into joist shall not be closer than 2 inches to the tip or bottom of the joists and the diameter of the hole shall not exceed 1/3 the 4. Eave Flashing shall consist of two layers of 15# a.s.f.cemented together in addition to required nailing from the edge of the eave up the roof 17. Unbalanced fill not to exceed T-T unless otherwise noted and substantiated by engineering calculations. Backfill shall not be placed depth of the joist. The tension side of beams,joists and rafters of 4 inches or greater nominal thickness shall not be notched,except at ends of to overlay a point 36 inches inside the interior wall line of the building. against walls until slabs-on-grade and framed floors are in place and have reached their design strength. Proper precautions shall be taken to members. brace foundation walls when backfilling. Where backfill is required on both sides, backfill both sides simultaneously. C.Attic Ventilation: NO. DATE REVISION I. Pipes in Stud bearing Nails or Shear Nails: 1. Enclosed attic truss spaces and enclosed roof rafters shall have cross ventilation for separate space with screened ventilating openings 1. Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. protected against the entrance of moisture and rain in accordance with the WFCM, IBC, NYS and local codes and ordinances. See details on DEEP HOLE CREEK architectural plans for locations and details. KEY PLAN: DIVISION 3-CONCRETE J. Bridging and Blocking: �' 1.There shall be not less than one line of bridging in every eight feet of span in floor, attic and roof framing. The bridging shall consist of not less A.General: than one by three inch lumber double nailed at each end or of equivalent metal bracing of equal rigidity. Midspan bridging is not required for 1.The concrete properties shall be as follows: attic or roof framing where joist depth does not exceed twelve inches nominal. Block solid at all bearing supports where adequate lateral DIVISION 8-DOORS AND WINDOWS AREA OF WORK Item Min.Comp.Strength Min.Aggregate size Slump support is not otherwise provided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. A.General a .............. @ 28 Days (PSI) 1.Windows in buildings located in wind-borne debris regions shall have glazed openings protected from wind-borne debris or the building shall 1 / h s 3,000 1/2"-1" 4±1" Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturer's printed instructions. Footings be designed as a partially enclosed building in accordance with the Building Code of New York State.Glazed opening protection for K Slab-on-Grade 2,500 1/2"-1" 4"+1/2" K. Lintel Schedule: wind-borne debris shall meet the requirements of the Large Missile Test of ASTME 1996 and of ASTME 1886 Walls 3,000 1/2"-l" 4"±1/2" Exception: c 1. Unless otherwise shown, provide 1 lintel with 6 minimum bearing for each 4' of wall thickness. � � Garage Slabs 8. exterior slabs 3,500 1/2"-l" 4"±1"w/5% Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and a maximum span of 8 feet (2438 mm) shall be permitted for h air entrainment opening protection in one-and two-story rybuildin s Panels shall be recut to cover the lazed openings with attachment hardware provided.Lintel Schedule: �p Span: Size of Member Attachments shall be provided in accordance with Table R301.2.1.2 or shall be designed to resist the components and cladding loads :�A 1 2.Concrete work shall conform to all requirements of ACI-318 specifications for structural concrete for buildings. determined in accordance with the provisions of the Residential Code of New York State. U p to 4-0" 3 1/2 x 3 1/2 x 1/2 or 2-2x6 p 0 4'-1"to 5'-O" 4 x 3 1/2 x 5/16 or 2-2x8 Q � 3.All reinforcement, anchor bolts, pipe sleeves and other inserts shall be positively secured in place and 5'-1"to 6'-0" 5 x 3 1/2 x 5/16 or 2-2x10 2.All windows shall have insulating glass, or single glass with storm windows or equal.Sizes indicated on plans are nominal only. Builder to T` located according to the appropriate architectural drawings and details 6-1"to 8'-0" 6 x 3 1/2 x 3/8 or 2-2x12 consult with window manufacturer to determine exact sizes, rough opening,etc.At least one window from each bedroom area shall have a B. Reinforcing Steel: net clear opening area of 5.7 Sq. Ft. (grade floor 5.0 Sq. Ft.) with a net clear height of 24", a net clear opening width of 20", and a sill height of \ d - 1. Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM 8, L. Plywood: 44"or less above the floor for egress purposes. Glazing in doors and fixed glazed panels immediately adjacent to doors or within 18"off the S P010T R� 615. Welded wire fabric shall conform to ASTM A-185. See architectural drawings for sizes and locations. 1.All plywood shall be Doug fir or equal. It shall be manufactured and graded in accordance with DOC PS 1-95 for Construction and Industrial floor,which may be subject to frequent and recurrent accidental human impact shall be tempered as per Residential Code of New York State LUPTON' Plywood and local codes and ordinances. 2. Detailing,fabricating and placing of reinforcement shall be in accordance with ACI-318-99 Manual of Building Code Requirements for 2. Each plywood sheet shall bear the"APA"trademark. DIVISION 9-FINISHES Structural Concrete 3.All end joints shall be staggered and shall butt along the center lines of framing members. A.General 3.All reinforcing bars which intercept perpendicular elements shall terminate in hooks, placed two (2) inches clear from outer face of element. 1.All gypsum wallboard shall be installed in accordance with the provisions of the Residential Code of New York State and local codes and 4.The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. ordinances (as applicable). 4.The contractor shall notify the building official at least forty-eight (48) hours prior to each concrete pour. No concrete shall be poured into 2.Gypsum wallboard shall not be installed until weather protection for the installation is provided. Storage should be in accordance with footings containing standing water or mud. Footings shall be dewatered prior to placement of concrete. No concrete shall be placed until all 5. Nails shall be placed 3/8"minimum from the edge of the sheets. The minimum nail penetration into framing members shall be 1 1/7'for 8d manufacturer's instructions. reinforcing has been installed by the contractor and inspected by the building official or county approved licensed inspector. 3.All edges and ends of gypsum wallboard shall occur on the framing members except those edges which are perpendicular to the framing nails and 13/8"for l Od nails. members. All edges of gypsum wallboard shall be in moderate contact except in concealed spaces where fire resistive construction is not MAR 7 20119 5.Minimum protective cover for reinforcing steel shall be as follows: 6.All floors shall be nailed as per nailing schedule. 4.Qhe saes and spacing of fasteners shall comply with the Residential Code of NYS and local codes and ordinances as applicable). a. Footings: 3" p 9 p Y ( pp ). b. Beams and columns: 2" M.Corner Bracing: 5. Provide moisture resistant drywall cement board at tubs and showers as shown on details in architectural drawings. c.Slab: 3/4" (Wire mesh to be placed at mid-depth of slab) 6. Fire-resistive construction: Garage ceilings and walls when adjacent to a dwelling unit shall be of rated construction according to the UL d. Walls- 1 1/4"at interior face: 3"at exterior face. 1. Unless otherwise noted,brace exterior corners of building with 1 x 41 diagonals,let into studs,or with 4 x 8 plywood sheet of thickness to match Design specified on the drawings when units are designed under NYS standards as indicated on the drawings. (5/8"type X walls and ceilings) C. Foundation: that of sheathing, or with metal strap devices installed in accordance nailing schedule 1. Footing depths are shown on the architectural drawings. Footings shall bear a minimum of 1"-T into original undisturbed soil and a minimum 2. Lap plates at all comers. DIVISION 15-MECHANICAL MAC D O N A L D RESIDENCE of 3'-0"below finished grade. Where required,step footings to ratio of 2 horizontal to 1 vertical. A. Heating Ventilation and Air Conditioning: N. Nailing: 1.All work shall be in full accordance with all current codes and regulations of the governing agencies. 2.Where conditions develop requiring changes in excavations,such changes shall be made as directed by the Engineer. 1.All nailing shall comply with nailing schedules in WFCM, (see attached schedule) and all state and local building codes,or maufacturer's 2.Mechanical subcontractor to submit shop drawings indicating duct layouts,condenser location,duct sizes,etc.to 3.Alrecommendations. Engineer prior to installation. Mechanical subcontractor to review structural shop drawings and notify the Engineer of any All footing excavations shall be inspected by the building official or county approved inspector prior to the placing of any concrete. Same 855 LUPTON'S POINT ROAD shall be given forty-eight (48) hours notice for this observation.4.Soil investigation and report: All earth work,compaction and supervisions shall mechanical and structural and design intent conflicts prior to construction. O. Fire Stopping: 3.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work MATTITUCK, NY be done according to the 1. Fire stopping shall be provided to cut off all concealed draft openiings(both vertical and horizontal) with 2"nominal lumber or 2 thicknesses performed by others. recommendations of the soil investigation report prepared by a licensed geotechnical engineer. Concrete slab of 1"nominal lumber with broken lap joints or other approved material. B. Plumbing: and footing calculations are based on a 2,000 psf value. If on-site test boring indicate lesser values, notify Engineer, in writing,so that necessary 1.All work shall be in full accordance with all current codes and regulations of governing agencies. structural modifications can be made. P.Alignment: 2.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work TITLE: 1.All rafters and joists framing from opposite sides shall lap at least six, (3) inches and be nailed together with min. (3) l Od face nails. ( (see performed by others. 5.Slab-on-grade shall be 4"thick reinforced with 6 x 6 W 1.4 x W 1.4 WWF and shall be placed on 6 mil.vapor barrier on 4"crushed stone. attached nailing schedule for superceeding requirements) 3. Plumbing subcontractor to review structural and mechanical drawings and notify the Engineer of any plumbing, HVAC,structural and design intent conflicts prior to construction. SPECIFICATIONS 6.Slab-on-grade at porches shall be 4"thick unless otherwise noted. 2.When framing end to end joists shall be secured together by metall straps. DIVISION 16-ELECTRICAL 7.Install anchor straps as per mfg.recommendations: 12"from corners and intervals as per plans.Minimum embedment for anchors shall be as Q. Partitions: 1.All work shall be in full accordance with all applicable National,State and Local codes and shall comply with the requirements of the specified by manufacturer. 1.General: pp p y q DATE: 11/06/18 a. Provide solid blocking at 4'-0"o.c.between the joist and first interior parallel joist. serving power and telephone companies. b.Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0". 2.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work PROJECT NO: - c.Splices shall occur only directly over studs. performed by others. DRAWN BY: PG d.Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer licensed to practice in the 3.Installation: a.All equipment installed outdoor and exposed to weather shall be weatherproof. CHECKED BY: NM jurisdiction where construction is taking place. One set of calculations to be provided to Engineer for approval prior to construction. jiLa tlaces at corners and intersections. b. Bottom of receptacles and switches shall be located 5"above counter top unless otherwise noted on drawings. e. Lap p p C. Receptacles shall be installed vertically at 12"above finish floor and 12'-0"o.c.horizontally. All receptacles within SCALE: AS NOTED 6'-O"horizontally of a sink lavatory or tub shall be wired to a ground fault interrupted circuit. DRAWING NO: d.Wall switches to be 48"above floor. e.All smoke detectors to be line voltage and wired in a manner such that the activation of one will activate all. Each floor level to have at least one smoke detector. Each bedroom to have its own smoke detector in addition to a smoke detector located in a hallway outside the bedrooms. f.A line voltage carbon monoxide detector shall be located at each level of the dwelling , including the basement or cellar. ..,_ LATERAL FRAMING CONNECTION RAFTER / TRUSS FRAMING TO WALL CONNECTION RAFTER TO TOP PLATE LATERAL AND SHEAF TOP PLATE REQUIREMENTS FOR WIND EXPOSURES . t; LOADS FROM WIND - EXP. B REQUIREMENTS FOR WIND - EXP. B CONNECTION REQUIREMENTS FOR WIND LOADS - EXP. B B & C (REFER TO TABLE 2.1 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) (REFER TO TABLE 3.4 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) (REFER TO TABLE 3.4A OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) (REFER TO TABLE 3.21 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) 7Ug3 r.aJinds ['d kS Y p 7�yr.grad Speed Roof Liw'e Load Ground snow load x +.�h~•'::~f: `i'' ;;t`;,. d,i, c. 110 115 120 I34 14Q 150 160 170 184 195 ?<•:' 3»secofidgust(mph) 3-se co�td gust 110 115 120 1" 14D 20 sf 30 st 50 si 74 sf OlilldEil IDlftl+`nSl�tn Of Y�c1[I PI11tt1�raQf l6tl Ot1lTtPnt311 Fdiyl9i `, x€>{' Cantalnin Tit Plate Splice ftEach! . �,� •~ �<:::,..; ��.. M11 Height(ft) Uhl Framing toads(pfti rn 'a Roof 5 an(ft) p } A f per ide of Splice' 8 57 ?3 79 43 Los 124 141 159 178 2r+9 Rafter/ Rif Regtdred'capacity ofcon necti (lbs.}4 w` <.>.:: 1•.;:;111.;1. ?v <??'2;" l0 79 87 g4 111 129 148 1£& 190 212 245 77/71313 an 12 241 36 12 74 36 12 2.1 36 12 24 36 12 5 M p a.s a as xy Y.t.y sa • Rafter /7'3.13 16 6 :'.. . k' `.'•i; 12 91 1M 109 1_8 148 1,.7'1) 1.93 218 245 787 Spacing Ux L S ttx L e tJt It e U L e LOT' L 5 Rafter Slope a uiredCa Capacity of int ibs 14 103 .112 12: 144 16,7 191 218 246 275 323 (in.) Iftl Spacing in. P Y } 20 S 16 114 124 135 159 184 212 241 272 305 358 12 .46 79 4.1A 56 97 45R en 94. 49R 92 111 3ER 116 129 57P 12 360 720 VIS4 397 794 1192 582 1164 1745 767 1534 2308 24 10 is 124 135 .148 174 11 201 231 263297 333 391 is 53 66 to 11,101142 15 484 950 1440 530 10.59 15°9 776 1552 2325 1022 2045 3067 28 11 201 135, 147 1 16306 1 1.88 218 1 250 285 321 1 360 1 42.3 20 61 77 43 sz8 165 3:12 a Tal�lated frac tm&brad+ssha!-be perrnittcd to be mutt pled by 0 92 for ffarrrir.g not located within 3 feet of corners for 32 24 696 87 106 146 1139 24 '576 1.152 1760 636 1271 2987 16 1862 3452 1227 3454 3631 32 13 bu,dings less than 30 feet in width 0001,-or wlthin 101110 of corners for b;ri dings greater than 30 feet 3n width. 26 77 97 iib 164 613 44 720 14461 215[73 794 1509 2353 1164 2326 30372 1534 3 757 4601 36 14 32 84 07 131 192 132 12 1.70 .540 1110 293 556 E54 417 873 1310 575 1150 1725 44 15 x Tdhulatc 3676773 )14763613 assn ne a b11sd{rag ioc2ttd an Erlp�sur^Br W'!!t a mean rdt3f e12ft df 33+act. 1 c r bu"id r,gs 15 .360 720 1080 .397 794 1192 592 116,4 1746 ,767 1534 23DO 50 20 I.-catedin other exposures,taksvlated values sh.al be mult;ol:ed by the approplizte adp-A ent factor in Section: 36 92 111? 1 144 ZW 1 1 361 1 4:22 12 61 106 553 75 115 £ca 91. 126 f5R 323 148 77R 153 171 BBF 19.2 432 854 21.96 477 953 1430 653 1397 2045 920 1840 2760 60 34 2.1-3-1. e Tatulati`a:tramirg 1[367;13 4-rL+srJ�etified lr po;Jnd:9 perline,ar foot of ro4nll. Tc:dettrrnl°ac cca�sncrtierti rrtf:,'rt±rrcnts, 16 71 39 107 16.7 189 24 5913 :1080 1624 595 1192 17'87 873 1746 2619 3153? 2300 3451 70 r r 20 61 1513 1.24 170 221 12 216 432 64.8 .233 477 715 3149 693 1043 450 920 2130 28 A R C H I T E C T S MUitiwlyt:e taGW ated unit`a+teral tram Ing'ozd 0 the multip!icr from Vie table be tow co,respond ng to the spadng e, so 32 L6 24 0 315 151 .145 25Z294 P p p,a'te�to tole plate.connection 12-1 TECHNOLOGY DRIVE SETAUKET NY 11733 i6 1F� 576 Ss4 .313 635 953 466 931 1347' 613 121'7 1340 r A r , ilea cx,r<r:rctinr,: 158 2_9 28.A 1 TaGulatet!splice tc7 Connection Spacing(in.) 12 1. 19.17 24 4- 28 1672 129 a 5`12 19.2 346 631 1037 381 763 1144 559 1117 1676 735 1472 2208 shall not have more than 2-16d trails per 16"- P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com I,aturiplier �rs,g ,an ow 2lti 4.00 3a 113 3.43 175 213 316 24 432 864 1295 477 953 1434 653 1397 2095 920 1340 2760 2 Tabulated s lice assume a buildlr located in Etc csure 8 car C- ' i�'fscn ealct€'at�g rateral lids for ends tat Br^�ders,glyde•s,and window 13/1:13,rttuttlphr the ta!7a�atcd writ lateral ioad b'r 3a L23 157 3+92 267 348 � F P marthe4eadcr,f;�rder,or13:11 span(fil. 12 73 127 c5R 90 139 72R 109 151 79R 147 177 !92R 189 Z016 1078 12 154 349 453 17+8 348 511 243 499 74$ 3?9 557 9v6 3 Top/slates s."Il be•8 rrinirkluni 4f stud grade material. 15 95 1015 1219 375 2277:12 16 206 411 617 227 4S4 6'31 333 655 998 438 ' 876 1315 �F�ED ARC,r,, 20 97 122 L40 zeas 265 19.2 147 494 741 271 545 1317 35.4 798 1197 526 1052 1577 NAILING SCHEDULE 192 24 Lie 13; 1.69 233 303 24 309 617 1 925 340 E 8 1 1621 459 1 998 1497 1 657 1315 1 1972NDERtijgc<1 (REFER TO TABLE 3.1 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) 28 122 155 1801 252 341 12 120 240 360 132 265 397 194 3133 582 656 511 767 ° ` 32 135 172 210 291 379 w f NumbET of rarrmbaraf 16 6 320 81� In 353 530 25 517 776 1 622 1422 BOTTOM PLATE TO FOUNDATION CONNECTIONS - z Joist DeSLri tion casmrauon Fdails Box Mails Nail U 36 140 trz .231 3133 AIS 9,12 p � nS 19:2 192 384 576 212 4129 63.6 31t4 621 931 Rt19 818 1227 IROZW AKIING 12 91 159 9ZA 113 173 StC41 L35 169 F.R 164 zz2 1158 237 257 134,8 RESISTING LATERAL AND SHEAR LOADS FROM WIND � �' � � 24 2471 480 720 255 530 ']94 338 77�b 1164 513 3[172 153»# 16 1675 135 161 PZt7 28s � qA ), celterLoistto of Plate (see Table 34AI (see Table 3.49) perjoist 20 122 153 LES 25.6 331 12 9U 187 27£1 99 139 295 146 291 437 192 383 575 (REFER TO TABLE 3.213 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) � -1�.. celiitg,raastto Tor rill R frnale-n (see Table 34,A} (see Table 333) each fat 24 24 1377 174 211 24+2 379 16 :128 244 3x60 132 265 397 154 388 SS2 656 511 7'67 crilirg trxistta ParatlrPl Ratner(Face•nailed) (see Table 3.tl4) 113=e Teb1e 3.54) each 4ap 12:32 ce%r ataasrLaps mw Partitions (race-nailed) (see Table 3.1Ra] (see Table 3.9,1) each tap 29 153 194 237 .3za 4:6 19..3 144 2$3 432 159 318 4177 233 466 C98 307 613 9,10 CO MilarTie toRaftar (Facim-rra"lett) (MTablg3.6; (s.2eTabtg3.6) pertie 3a 151 .215 263 354 474 24 180 360 540 199 397 5'96 291 582 873 383 767 1'1513 afackir.gio Rafter tine-nailed} 2-aid z&cxa gaclr end For Exposures &.C and all Wind Speeds 36 305 235 tE8 401 522 1 Heel joint connectscrns are net required when the ridge is supported by a toadbearing wall,bead'er,or rod) beam designed io torn Board to Rafter(l:nd'�raaledt 2-Sa5d 3-153 eater end rv'9axcrttu'n Anchor Bolt U =fiannac'.Qrtapli?tlaad, resisttfse� Iiedic,ad5. °YAC&LL FRF6rd11"iii pp Anchor Bolt Diameter[in.) L =ccnnett;arla'teral.sxaif Pe endicu(artet�eyra°I. � g(an.) 1 � m 6+.. R 1 rap Plate to Tap Plate (Face-)tailed[ 2-i6d Z-16d' perfect "F, 2 When irtesanedia�te support of the rafter(spirov'ided byvert'scar struts or purLns to a loadLearing wa"1,the tabulated heel joint 5 acid Top Plates at Intersections (Face-ata°led) aficid 5-x Jdnts-eactaside S =ConnertarshearlJadtParal.altrathe 4tal,}. 112" 31 studtostud (Tare-n.a=led} 10-16d 2-16d 241a.c. R =[Jin'forwr A perpei.dlimrlar to the ridgrb ar�d vi t.forwin4parallel toV-A rf�.?,when VJ is the lt,.rildaary width and L is the bu=ldin� tonne:t(an regstireretents aha°E be p:,rmitted to be reduced prtapcaRlcnarl'f to the rgductian art span. Headertru Header(Face-nailed) lad LEd 14°4x.along edges lene4h 3 Equi Talent c6rnectlons are required for ceiling joist to coiling joist lap splrees. 518't 4S Top oreotiorrtrlaietastud tend-nailed) (seerable3.sAl (seg Table s.5A) per stud 1 TalbJa'led up�ift and lateral ioacaikWl he perrra'ttedtobtranift plied by 0:75 acrd 0.52„respecti7,asty;tnrfranringnot to®tedtivi[hin afeet 4 Tabulated heel joint cornecticn requirements da not:include t1he addit;on al weightafThe ceifing assembly. 1 PTescrip^ive limits are based on assumip!ions In Table 3-2. of bu'ld:gg ctyners_ 5 Tabulated heel oint connection requirements assume ceiling joists or rafter ties are located attire bottorn of the attics space- a $.°_ttt�rrS PtatetaFlacril<aisr,tlandjrsist,Erarljaist a-isd4'4 2-3133`'4 perfc.e-t J R g j P z When an€tett ba#LS are uses/i:9 resist vllpft,lateral,a ntl staear loads,the maximum art€hat trrr:t spatting:1366[teat ex+eeed F Talbufated up"rft Reads assume a reduced rood and cg ling asserntly-dead load of 9 psf(0.5 x 15 ps`a 9 per;. r trr®tockiasg(�are�nailed} When ceiling-Joist:yr raftertzes are located higher in the attic space,no attic storage is•assumed,and the tabulated beef joint the terser of the tabulated values for aig!'rft loads(Table 3.2C)or lateral 6066 shear toads(Table 3.28'!. Fcrr other ancFor FLOOR NAMING 3 Tab&.a!-2d are-sp;,ris"tedf:+rraar-213-tig�allconnect'c+ns. Vl� catculaastag BCitlea�dsforwall-'to-watltaTvtall-toicundatimn connection requirements shairbeirrcrearedbythe foltowinglactars: ., f connections,tabulated upliftvahnes shat'be perrn€tted to be reduced by 73 i#1(04-6#5 111.2 1 p�lf)for each ful''[wall above. bale lintitat"ons see Section 3_:.1.7 and 3.2.2.3. Dridt ng o Tot frog oriledl r (Toe na:leril z-sd1 2-10ad per joist 3I Tabulated ancFor bolts acir s for shear loads assume wal's.are sheat?ted in a+ccorda:ice with.5e+cticn 34":. Fer other t3ridg,§nCtoxaist{roe-nailed} 2-Sd 2-xsad each er�J 4 5hearr�rnnectian ti°a'ues shall txtra°Jlti;,'ied D�yth_f,.l,o,v'ing adjust°rrents; P g blocking toAst(Toe-nailed) 2-Sd 2-20J eadh Brad vial!Height a° 10' 'wall sheathing ty ras the t2b lated anchor belt spacings shaft bQ mufdfsl:ed b'y'theappropriate sh4athing type adjustment NO. DATE SUBMISSION &lacking to Sill or Top Plate(Tree-naffed) 3-a6d 4-sed Roof TopPlateto Adjustment -factor in Table 3,1701,but in no,case shall anrhor boli spacings exceed 6feet on center. Ledger Stri�tsrBeartz(Face�Jaaited( 3-14d 4-1'�l fa prat 4 Laterar contra>ctions shalt fare designed to resist the(cads in Table 3,5. 0 11/06/18 ISSUED FOR FILING. roistonLedger tor,earn(Tae-nailed[ .5- 3-1 1,ejry Pitch Ridge��l�ht Factor ROOF SHEATHING ATTACHMENT REQUIREMENTS bind Joist to Jem(tnd-nailed) 3-16d 4-1 perpist Q'(flatj G_4D Cl.°-0 1 11/27/18 ISSUED FOR BID. �ndiai�ttasal,crTpectae-nil -ids _x pertaL�t6:12 5 0.95 0713 113' E190 100 FOR WIND LOAD - EXPOSURE B 2 12/31/18 REISSUED FOR BID. R�FSPi°EAT#r1:40 woodstnrrturalPanOc ad (rad (seaTable3.io3 o X134 0°7$ (REFER TO TABLE 3.10 OF THE ,WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) 3 02/27/19 FILING SUPPLEMENT. SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS Drsaeoraa'board3heathin; 776:12 10 C-0 100 1"x4"trr 1`.677}" Z-f1d' Z-:.:d ger supfaart 15' 1.15 1.25 700-yr, Speed 3-second gust(mph) 110 515 120 130 lap 350 160 170 380 195 1"xi0'arwrder 31r2d persuppart f°' Lai ° RESISTING UPLIFT LOADS FROM WIND - EXP. B cenrraa:sttetatnlrlG 5 far jackrar¢c�erupl;ftcsaraae:Betts,usearslzrfspane�sa!tvtnice[��ejechrcfiterlt:ngth.Tfsejaeitirafterlengthiaa;ludestheea_rhanglength STRUCTURAL SHEATHING Gypsumwalibaard L 5dl 1 5dcoc�ers L 7"edggf1WfA1d and theja,?-lsspan_ E I F 1 E I F I E I F 1 E 1 F 1 E I F 1 E I F 1 E I F 1 f I F 1 E I F 1 E I F (REFER TO TABLE 3.2C OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EIDITION.) WAtl SttEe9Tt#1°r`t'e Rafter/Truss Wood Structural Panels Fd iC [see Table 3.11} 1 framirta Rafter/TfuSs t F04yr.t4. ndSpeed 3-second gust(rt h) 110 115 12[1 130 1'" 15[1 150 1773 1Bp 195 W100ttaral Structural nels els sheathing Location Maximum Nail Spacing for ad common Nails or S0d1 Box Pians(inches,o.c.) Specific Spacing{in.} 3624 1Sga gated. roofing - 3"e�ga15"ffe{d Sill rart3artomPaatiftaFourrdatfanAnchor PFate r,� (0.120NI-1/2�Iong x 71�i'head, RAFTER / CEILING JOIST HEEL JOINT CONNECTION Gravity, Bolt Connection Resistirl 517e Foastrdataan 5upparti�g tP�ximurn Ancht Solt Spacing Frn.) 12 6 12 6 iz 6 12 fi 12 6 12 6 12 6 i2 6 1? 6 12 6 1Z 25/32" 11 ga-gaN.mcfing nail - V edge f 5"field n x1-3't°'Iar31x3,CDaMad) REQUIREMENTS 0.45 16 6 li 6 12 6 it i} 12 6 12 6 12 B 12 a 16 6 12 6 iz S'Cn423}3O 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 1-3 sti ries 72 31 57 43, 35 3Lr 17 24 z2 10 70--tDATE REVISION Sdcxlers 5-d coders 7"+edgeI K"fee 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 Zxa interiorzones Hardboard 'lrnard REFER TO TABLE 3.9 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION. Interior zone Hardboard 8d rd tseeTable3.ii) ( ) 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 3-3 stories 71 ,72 C06 54 41 35 31 21 N 23 KEY PLAN: Uplift toads DEEP HOLE CREEK Roof Live Load Ground Snood Load ifi 6 12 6 12 6 12 6 12 6 12 6 12 6 12 fi 12 6 12 6 12 O d2 a 9 T 1-3 stories 72 7i 613 51 42 35 32 29 2.6 23 PartfdeboardPanel5 ad ad (seetnan acturer a €ndlaar,es aasrna°CrtardSfieathitrg 20 psf 30 psf SO psf 7q psf 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 1. 6 12 2x6 i"xr or 1•.x6" 2-81 Z- taw pet support 24 1 6 12 6 121 6 12 6 121 6 12 6 121 6 12 6 12 6 6 6 6intenorzones Roof S an(ft) 1-3 steries 7P 72 72 60 48 42 37 34 31 27 AREA OF WORK 1"xSa'artaaid4za 3-1d 31 Support 12 6 12 6 12 fi i2 6 12 6 22 6 12 6 12 6 5 6 6 5 6 1FLOOR5HEATHING 12, 1 24 1 3,6 12 24 1 36 12 1 24 1 36 1 12 1 24 1 36 X44 16 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 Wood Structural Panels Rafter 3 6 3 a.f 19.2 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 fi 4 4 a ® ... ....... i"orlms td Icid 6"edge)t2"fa:d Rafter 51�pe cluired Capacity of Hegel oint Connection(ibs} `` 24 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 a a 4 1 4 4 sparing in. Perimeter Edge Zone c3 � greater than to lod Led a" dge712'ferd 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 6 6 U'agonalaloardsheathiR: 12 360 720 113.30 397` 7494 1192 582 1.164 1746 757 1534 23[34"7 0.42 16 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 MAXIMUM HEADER SPAN (ft.) 1"xi"orV'x13" 2-ad 2-:.crl p+ersupport 16 420 9150! 1440 530{ 1[15'3 15339 776 1552 2328 1022 2;)45 3067 19.2 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 3 3 , , , , , , v � 1"xio"or wider 3- 3 alts pv support 3:12 3 6 9 12 115 18 � 19.2 57`6 1152 1728 636 1271 1907 931 1862 2794 1227 2154 3681 24 6 6 6 6 6 6 6 6 4 4 4 a 4 4 a 4 3 3 3 3 `7 h 1 vaiilingreclirenr=ntsare tkasedanwatt stseatfingnai`edc,incheson-centeratthe panel edge,Altematwerral'ngschedrde5sha`I 2$ 720 144£/ 2160 794 1589 2383 1164 2328 3492 15.34 3067 4661 NUMBER OF HEADER STUDS SUPPORTING EIND OF HEADER 13 be used other mall Sheathing nail'.ng is reduced.for exarnpae,ifwa'I sheathing is na;'ed3 inches an-center atthe pa,,*edge to Gatsle fndwal[Rake or 0.64 - 6 15 6 6 6 6 6 6 4 a ob'tsimhf��Arshtorcanaetier,nairngrequirtmentsferstrumirz!rnsr..ih.enshall bedauhidd,oraiwniteronnectera:s AIIbe 12 270 540 8.10 298 S96 894 �43�7 87'3 1310 575 1150 1725 Rake Truss with uptol' � ,. used tornai't'airthe t�adpath.. lE 36C 720 1080 397 794 119: 552 11664 1746 767 1534 2380 Rake overhang 0.42 - 6 5 6 6 6 a 4 4 3 3 li 1 2 2 2 2 = When viansheathing iscorntizrcr.isover cornrectedmemhers,thetabuatednurnberofmils shalbepgrw,'ttedtabereduced to 4:12 191r 432 8� 1:96 477 953 14325 6h�13 1387 2Gg5 920 154(1 2766} UNSUPPORTED STUD NUMBER OF FULL-LENGTH STUDS Q � 1-IEdnailperfo+otBOARD SHEATHING WALL HEIGHT SPACING AT EACH END OF HEADER 1" � 24 540 1G�'6 16.17 596 1152 1787" 573 `1746 2619 1150 2300 3451 Rafter/Truss ngFin.) 12 IN. 2 2 3 3 3 3 12 636 4132 6�r8 230 477 715 349 698 16:48 450 9.'.47 INC SheathingSize lfirtimttrrt Nutnbet of Stl Canlman Nails Per support - RIDGE CONNECTION REQUIREMENTS FOR WIND - spacing Fin.) 10 OR 16 IN. 2 2 3 3 3 3 - 16 233 576 L'.E4 3x10 635 953 4�6 931 139x7 1613 1227 1°40 LESS 24 IN. 1 2 2 2 2 2 Q •�' - O1NT R� 5:16 3x6':or 1x8 Sheathing 12-19 2 2 2 2 2 2 2 2 2 2 2 14.2 346 693 1037 381 763 1144 559 1117 1676 736 1422 2285 $ PAli EXPOSURE B _ z lxile ort.argersheathing 12-19.2 3 3 3 3 3 3 3 3 3 3 GREATER 12 IN. 2 2 3 4 15 5 LUPT�N 24 4132 864 1295 '477 953 1430 698 13967 2095 920 1840 76C 16 IN, 2 2 3 3 4 4 (REFER TO TABLE 3.6 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) 12 154 309 4E3 174 3410 511 243 499 748 329 557 986 E - trait spacing at pan eledges(in.) THAN 10' 24 IN, 1 2 2 2 1 3 1 3 740-yr>L'Y'intl Speed 7r12 15 2GE 411 617 227 454 631 333 E65 99$ 438 $76 1315 F - Nail spacing at intermediate supports in the pa fief feld(in.) 110 115 120 130 140 150 1bA 170 19D 195 19x.2 2417 4941 741 272 545 817 39°9 793 11937 526 1052 15.77 3 secants)7713[(mph) 110 3109 617 9'26 3.40 East 3011 499 998 1c97 6S7 1315 15x72 1 For roof chore ing within 4 feet h the perimeter edme of the roof,including a feet an each side of the roof peak,tl e a foot perimeter edge 2016 NYS UNIFORM CODE / 2015 INTERNATIONAL RESIDENTIAL CODE - Roof'Spa n s.:x.�.a zone attachment requirements shalt be used. patch R quired Ca mi�tyrofRidgeComnection(elf) 12 12-1 2403 360 132. 265 397 19'4 388 582 256 511. 767 r 111 2 For wind speeds greater than 130 mph,blocking is required vahic h transfers shear load to t•.�a�o additional joists 13 jrrists total. _ 12 7T 91 leis .1363 169 2075 243 284 327 397 g1:12 16 160 320 480 177 353 530 256 517 776 341 '052 1022 CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE R301.2(4) EQUALS OR EXCEED 110 MMES PER HOUR 19.2 146 384 576 x12 azo Ear* 33.1} 621 931 4509 £18 1227 SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING: 1S 1U3 121 114`1-111, 18'2 226 271 114il- 325 379 +4376 52^3 7 2019 23 128 15-1 176 =7 �°"Z8a 347 4N 473 -, 5,45, SE1 24 24u 4807 720 265. 530 794 398 776 -1164 511 1022 1534. THESE PLANS HAVE BEEN DESIGN IN ACCORDANCE WITH THE AMERICAN WOOD COUNCIL (AWC) - WOOD FRAME CONSTRUCTION h7f�� c U,J 3:1,2 24 ' 1:57 i$: 211 ^7? 3313 41£7 457 535 654 793 if gCy 1130 27:1 59 159 256 i4fi 24: 437 .132 383 575 MANUAL 2015 EDITION FOR ONE AND TWO FAMILY DWELLINGS 29 Iz° 212 24( 31,� �3 479 Sr.2 3 7sa92.S 15 120 240 3E° 132. 265 3421 194 3813 532 256 511 767 WALL SHEATHING AND CLADDING ATTACHMENT 32 '.+D6 243 281 363 4.52 547 645 755 E73 2057 12:12 19.2 231" 285 432 159 312 477 233 +966 698 307 513 9214 36 231 273 321 4119 139 618 330 852 932 321? 1d 19u 30 X4,0 199 357 596 251 582 E73 3S3 767 1150 REQUIREMENTS FOR WIND LOADS - EXPOSURE B 1a ss 77 sv 1313 135 368 199 231 a6� 62.1 1 Peel joint connact°ons are not regsired when the ridge is supported by a foadbearing wall,header,cr, ridge beast desigred to 16, 87 iDx x.13 156 185 224 265 Sas 35+ 44613 (REFER TO TABLE 3.11 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) m.. resist the a fed loads. til 1N79 128 14e 183 132 Zea 331 3.55 443 1133 gyp' 4:32 24 131 1S3 r, 22S 273 336 397 4,69 5;i 641 2 When ante-mediate Support of Th;?rafter is p�o'Adad by vert;cal struts or purlins to a loadbearing well,the tabula-.2d heel joint 700-fr.Wind Speed 3-500d gust(mph lig 115 120 136 118 150 160 174 18Q 195 M AC D O N A L D RESIDENCE xS 153 17:3 2,X «62 3.5 39«. 455 $10 620+, 756 canna tion requirements shalt be perrtritterttr�be re du d proportionally to the reductiort i span. 32 17+4 204 235 3C1 3:72 4148 53.0 617 709 857 3 Equrval.an.conreLvors are repaired for railing joist to ceiling joist lap splices. STRUCTURAL SKEATHI"dG 39 196 233 26.4 332 4.18 504 596 644 1 797 964 .4 Tab,,Ated tee&j3'nt c.r.Rectien requlrerrertsd a ro includ;the additicnal weigf'it ofthe cell n;assembly. E F E F f I F E I F I E 1 1: 1 E I F I E I F I E I F I f I F I E 1 F 12 51 670 64 as 1015 132 1r6 iv2 21053 253 ! Stud Spacing 16 68 tea 92 113 146 176 208 242 279 337 5 Tabt:13ted F.ee$j, o'nt connection req u it@ rr entsassume ceiling,joists or raftertie sa re located at the b>attom of the attic space, sheathingLocatlon maximum Nail spacing for aid common Nails or 10d Box Nails finches,o.C.f-' hes, 20. $5 10 0 11.5-- --iii - -123. .'220 ... » 2" 303,.. . , .....349 - .431 When ceiling jo Sts or rater t"es are lzrcated higher in the atticspace,no attic sta'rage Is assumar ed, r=d the tabulated beef joint 855 LUPTONr S POINT ROAD 5:12 3 a 177 Z19 264 $1.2 354 438 :01 cornertion requi ement53hal be ir>creased by the foltoxving factors: 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 2A la. 1-0 13, interi0rZ0�te 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 is 1 12 MATTITUCK, NY 29 119 1391 161 less Z55 909 35- 42y 438 590 24 fa 12 6 12 b 12 fi 12 fi 12 6 12 6 12 6 6 6 1 6 6 6 32 136 159 194 236 292 352 416 49S 55T 674 12 6 12 b 1? 612 6 12 6 12 6 12 b 12 6 12 6 12 6 12 1.2 4E 55 63 $1 99 119 141 154 M 227 g 36 333 179 K07 :yes 32$ 395 461 545 751 Perimeter Ed eZone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 1$& 16 b3 74 29 103 133 159 ISE 212 2SD 3132 24 6 12 6 12 S 12 6 12 6 12 6 12 e 6 fi fi fi 6 6 6 TITLE: 20 75 3W 1 - 1.5 .105 159 235 273 313 Z74' BOARD SHEATHING or LAP SLIDING 6:32 24 95 1.11. 127 162 359 239 252 337 376- 453 Sheathing Size Rafler/Trussspacing WOOD FRAME CONSTRUCTION zg 111 1396 14S 1',9s 236 279 329 352 412 E29 Minimum Number of ad common Nails orlod Box NaillsPer Support 32 147 14a 169 21S 265 339 37'6 436 Sol cc's {inches,a.u} i35 -143 155 lie '242 Z98 358 423 451 554 580 :1x5 Or I>Kl3 she3tfl'trlg 12-24 MANUAL TABLES 4 2 2 2 2 2 2 2 2 2 2 12 49 55 62 76 94 11: 132 1.53 17'5 21'1 1.x730 or Larger Sheathing 12 24 3 3 3 3 3 3 3 3 3 3 1b DATE: 11/06/18 65 73 S2 103 125 144 176 2434 233 221 20 81 a3." 113 117 15713 2.87 •..ALL" 254 N, ,,,291 3S•: � - Nail spacrngatpane.e res(in.) PROJECT NO: 7 :" r - mail spacing at intern.ed-ate supports in the panel field(in.) DRAWN BY: PG 7:12:-12:12 24 99 112[1 123 1.53 187 :c_4 �3 05 350 421 23 Itw 1253 114 176 ;1u 261 307 ire 4X 453 3 For avail sheathing w thin 4 feet of the corners,-the 4 fact edge zone attachment requ rements shall be used. 32 13C 147 154 2034 250 299 351 407 466 562 CHECKED BY: NM 35 147 165 185 223 281 336 395 458 525 63.2 Tatlu`32ed nail 13}133 inR assumes sheathing attached to stud framing members ud th 0.425 G S 0.45. 1 Tabulated connection requ`rements shall be permsttedto-be multiplied by 0.70 forframingnot kwAted within 8 feet of b;,i"cf:nZconnerr 5 forerterior panel sic/ng,galvanized box nails shat be permitted to be substituted for common nails, SCALE: AS NOTED 2 (05 x 10 prsf=G FA- DRAWING NO: 3 Tatrulated connection requirements are based can a 12 inch ride connection spacing,for efferent ridge connection spacing,rrtu'tipry the tabulated values by the appro-ipriate muttiplier below- Ridge Comn#rfinn elow:Ridge+Cromnertinn 6.padrtg(fn.) 12 1 16 1 19.2 1 24 1 49 Multiplier 1M 133 1 1.607 1 2.1:07 I 4.4C 4 For jack rafter upIft connections,use a roof span equal to ra-ize the jack rafter length.The jack rafter length incllas tte ova r Karg I PrIth and the jack scan. alltiK lima . > \�•.•• �# �.>:a::is �a-.. is 'i'#;1;^°• �£''r. ',''^, A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 F. 631.689.8459 I www.wfcaia.com QED ARCy �5 ND E R/yq �T 4U c� A Lu T:' b N X- O JF IE�J CONSULTANT: ALL 1005TM6 WIPWOiN5 TO V- fm5w Pm TO bE REMOVED, REMOVED,TYR TYR a_V" t i" lo lo 10 10 lo PARTITION LE C�END - - __ __ - - - - - 1-_-_ _ - - -� NO. DATE SUBMISSION — 1 0 11/06/18 ISSUED FOR FILING. — — — — — FF ( � /^ /-� / 1 I REMOVE EXISTING 1 11/27/18 ISSUED FOR BID. SU'PORT POST, O EXTERIOR WALL GONSTRUGTION (EXISTING) I REMOVE EX15T11� I CL- 1 I I �\ 1 r I 0 IPORTION AW 64JF 2 12/31/18 REISSUED FOR BID. 2'xh'�S A 150ARD I WX55 PANEL AND CREATE NEW OPENINGS M 1 TUDS @ I(o � I *� 1 3 02/27/19 FILING SUPPLEMENT. '� I I MA50t`RY WALL TO CRAWL I I EXISTING DECK FRAMING. R-15 FOIL EAGER 156WATT INSULATION I SPAGI; 6W5 A5 ( I I/2" PLYWOOD SHEATHING I I I RE-WU TO RECEIVE AIR INFILTRATION 15ARRIER I TRI- I I I EXISTING CEDAR SHINGLE SIRING TO REMAIN I I I I I II I 1 EXaIN6 CRAWL CLI I 0 — — — — I I EXISTING MASONRY i l 2"XA�" STUDS @ IG" OL. (EXISTING) I TACE Uimu TO REMAIN I I — 1/2" GYPSUM. 15OARD. (150TH5 SIDE5) I I 1 3O 2'X4' STUDS @ 16" O.G. (NEW) I I ( ( I NO. DATE REVISION /2" 6YPSW. 150ARD. (150TH5 SIDES) — I FF I FF � I I � KEY PLAN: DEEP HOLE CREEK ® EMENT FU jZ BARD L_ L_ L_ a EXI67I1tj MtAVATIT 2"xA STUDS @ 16 OL. exisrwe I I I AREA OF WORK R-15 FOIL FACED 15ATT INSULATION 0f5ASEMENr I IU 8 x u S 7 Z ao f r I I=XISTIN6 5LA3 TASSUVED EXISTING S" WIDE CMU 71 � REMAIN7 REMOVE EXaN( I FOUNDATION WALLS ON EXISTING O I ( �• I— —� WAaM U WYE'R I IG" WIDE POURED CONCRETE SPREAD FOOTING. GENERAL- EXIT WOGD Mw Srwl CONTRACTOR TO REPORT ANY LMDIN6, AAD h#ML TO I DISCREPANCIES OF E XIST`ING IT, REMAM. — — I WRITING. S TO ARGIIITEGT IN I I 7, � LP 14 F TR L J REMOVE EXISTING WA511 51NC Ile MAR — 7 201'1 LEGEND (EX DENOTES EXISTING) MACDONALD RESIDENCE DQSTIN6 WALL TO DE REM VED 2x855 LUPTON'S POINT ROAD 2x.4" o r 2"x6" WD. FRAMING @ IG" O.G. MATTITUCK, NY W/ 1/2" GYP. 15D. 150TH SIDES TYP. (U.O.N.) 2x.4" or 2"0" LOAF PEARIN6 WALL (L.15.W) W/ I/2" GYP. PP. 15OTH SIDES TYP. (U-ON.) TITLE: � BASEMENT SMOKEDET�GTOR REMOVAL PLAN co 6AR150N MONOXIDE DETECTOR DATE: 11/06/18 F 50 CM EXHAUST FAN PROJECT NO: - —� PARTITION TYPE DRAWN BY: PG CHECKED BY: NM ® 0(4!' WOOD POST U.O.N. SCALE: AS NOTED DRAWING NO: BASEMENT REMOVAL PLAN Dml e (D SCALE: 1/411=12-01$ 5 ��`. ,ri:}i:•i ti\.+.}>, SII A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com RED ARcyi OONSTRUOTION NOTES: 4iO�g ER Af,CO I. ALL DIMENSIONS TO NEW PARTITIONS ARE TO THE PAGE OF THE GYPSUM 130ARD WALL. Lu 2. INSTALL HARD WIRED, INTERGONNEGTI=D, SMOKE PETEGTION ALARM DEVIGE5 PER THE 201G NEW YORK STATE _- UNIFORM NIL PING GORE / 2015 INTERNATIONAL RESIDENTIAL GORE IN GONMGTION WITH THE NATIONAL ELPLTRIGAL aA O GORE (NEG) REQUIREMENTS. 3. PROVIDE NEW $' MOISTURE RESISTANT GYP. 15D. ® WALLS ANP CEILING IN NEW 15ATHROOMS. TUl3 AND SHOWER AREAS SHALL RECEIVE 95;" GEMENTITIOUS f5AGKER 13OARP. CONSULTANT: EC 4. PATCH ALL EXISTING DRYWALL SURFACES (CEILINGS AND WALLS) THRa)6HOUT AS RELVIREP AND PREPARE FOR NEW FINISHES. lo 10 5. EXISTING HARDWOOD FLOORS TO 13E STRIPPED, SANPED AND REPINISHEP. GOORPINATE FINISH WITH OWNER. lo « � 6. REMOVE EXISTING ANP PROVIPE AND INSTALL NEW BASE MOLDING, POOR AND WINPOW TRIM ANP GROWN MOLDING MATERIAL THRO rjHOUT. COORDINATE STYLE ANP COLOR WITH HOMEOWNER. 14T �/�� W4 T / N 7. EXISTING GYPSUM 130ARP CEILINGS ARE TO REMAIN. PATCH EXISTING AREAS APFEGTEP PY THE NEW WORK. lo REFER TO FINISH NOTE NO. 3 ON SHEET 0-1.1• S. PROVIDE AND INSTALL NEW INTERIOR DOORS, FRAMES AND HARDWARE AS SELEGTEP 13Y OWNER. - - - - - _ _ = _ - - - - - _ REMOVE EXISTING NO. DATE SUBMISSION 9. I EA6TNO 5/4 T4WAT WA A5 INSTALL NEW LUTRON GASETA WALL SWITCHES AND DELORA REGEIX� PTAGLES THROIOUT. NEW WALL OPENING FOR . DF_CtC STAIRS AND 0 11/06/18 ISSUED FOR FILING. I I I Of PAY WINDOW. GAREt�LY I � i EXIIRSTIN�G PPEC& 1 11/27/18 ISSUED FOR BID. NEW WAI.1_ OPENING I I I RELOOATE D(RWJ POOR5 REMOVE NNP RETAIN •� 2 12/31/18 REISSUED FOR BID. TEII FOR WINDOWS. 11 TO MASTER W W.IL. PPAAT76HINO EELLSEWWHERE� I r -I I- TLES 1 EXisr�NC� 5 " 4. �'3 �$�" 3' g" � {j' I I I I 3 02/27/19 FILING SUPPLEMENT. exisriNG REMOVE EXISTING 1 1 LIVING ROOM DEN CARPETING. —� 1 1 25 Z x ti 19 '— x13 i g °af2 tir I I 1 EXISTN6 MASOrRY RELOCATE EXI5fW6 DOORS REMOVE EXISTING G11DvIIfY AND FIREPLN,E TO MASTER $R WaG. - VINYL FLOORING. I TO REMAIN FHWW EXISTING IfMTH / I \ i i \ I Y — — __-- -- -- __-- — — y REMOVE DCISTING NO. DATE REVISION PARTITION LEOEND GL. n GL — ---- DRYWALL CEILING KEY PLAN: DEEP HOLE CREEK — — — — I I r o o AND JOISTS. �� ___= J Li L -� .J — — exi riNG // GL. I I I I I I I I n l �. ...... EXTERIOR WALL CONSTRUCTION (EXISTING) T - Jl I - - - - - - �L - - J �- II II I i .............. 0 1/2!' GYPSUvI 130ARD ........... ................ LC -L - - - - - - I EXisriNO III AREA OF WORK 2"x4" STUDS CEJ IG" DG. 1 1 EXISTING I I I h g o PN 14 �� RELOCATE EA! rW POCKET DINING ROOM a R-15 FOIL FACED BATT INSILATION M ROOM I I // POOR TO MLD ROOM. 13 a x 14 1 S "mr s 1/2" PLYWOOD SHEATHING R AIR INFILTRATION BARRIER ,,t 14 x °a-& tir 1 - --_- _ _ � EXISTING CEDAR SHINGLE SIDING TO REMAIN I I b I - - - exisriN� v ' � ILIJ 1 I _ KITf1EN -LI- — — 1100 I n — x IZ — S -a.6 tir I ( REMOVE EXISTING / l i EXISTING I I I I I WOOF D 0 Q 2'X4" STUDS @ 16 o.G. (EXISTING) L � ��ATIIRDOM 11001 I I � 1/2" GYPSUvi. BOARD. (f5OT HS SIDES) F -1 I I 3 x 6 S I rib I I I I �I1l I-OOR 07, �. I 1 III -f L- - - - - - - - -- - - 0 2!)(4 STUDS @ W o.G. (NEW) I L>P �� I I I i/2" GYPSUvI- pOARD. (1301-f15 SIDES) - - IG/ �� I I I L- - - - - - - - -o- - - - - - - - R D . \ L - - J - - - ® ® SF,pINT 4 3% �M�/�" 0�" lo lo ol 10 ALL D05M WWON5 TO V- FOAM, TT- LE&END MACDONALD RESIDENCE (EX DENOTES EXISTING) EXffW WAI TO ff- P5100 855 LUPTON'S POINT ROAD MATTITUCK, NY 2x.4" or 2"x(" WP. PRAM INC ® W' OL. W/ 1/2 GYP. f5P. 130TH SIDES TYP. (U.O.N.) TITLE: . , 2x4" or 2"x(" LOAF FEARING WALL (L-15.W) FIRST FLOOR _<. W/ I/2" GYP f5P. f5OTH SIDES TYP. (U.O.N) REMOVAL PLAN Q SMOKE DETECTOR DATE: 11/06/18 co GARCON MONOXIDE DETEGTOR PROJECT NO: DRAWN BY: PG 50 GPM EXHAUST FAN CHECKED BY: NM J SCALE: AS NOTED PARTITION TYPE DRAWING NO: ® 4'"X4" WOOD POST U.O.N. FIRST FLOOR REMOVAL PLAN DWI 01 SCALE: 1/4"=l '—O" +c ------------------------------ i, , f,r }}zM1 4 vim: 4 vn' :s A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com ��RED ARc'. CONSTRUCTION NOTES: .5 DER M 'S� . V✓O �F,�'P v qc <1\ 1. ALL DIMENSIONS TO NEW PARTITIONS ARE TO THE FADE OF THE GYPSUM WARP WALL. v 2. INSTALL HARD WIRED, INTERCONNECTED, SMOKE DETECTION AI-ARM DEVICES PER THE 2016 NEW YORK STATE ,. ` UNIFORM BUILDING GORE / 2015 INTERNATIONAL RESIDENTIAL (ODE IN CONJJNGTION WITH THE NATIONAL ELECTRICAL GORE (NEG) REQUIREMENTS. 3. PROVIDE NEW MOISTURE RESISTANT GYP. BD. @ WALLS ANP CEILING IN NEW BATHROOMS. TUB AND SHOWER CONSULTANT: AREAS SHALL RECEIVE $` GEMENTITIOUS BACKER BOARD. 4. PATCH ALL EXISTING DRYWALL SURFACES (CEILINGS AND WALLS) THROLEflOUr AS REQUIRED ANP PREPARE FOR NEW FINISHES. '�'� 5. EXISTING HARPWOOP FLOORS TO BE STRIPPED, SANPEP AND REFINISHED. COORDINATE FINISH WITH OWNER. 6. REMOVE EXISTING AND PROVIDE AND INSTALL NEW BASE MOLDING, POOR AND WINDOW TRIM AND GROWN MOLDING MATERIAL THROLOMOLF-. COORDINATE STYLE ANP COLOR WITH HOMEOWNER. 7. EXISTING GYP6L)M BOARD CEILINGS ARE TO REMAIN. PATCH EXISTING AREAS AFFECTED BY THE NEW WORK. REFER TO FINISH NOTE NO. 3 ON SHEET G-I-I- k 3/" V4, 8. PROVIDE ANP INSTALL NEW INTERIOR DOORS, FRAMES RNP HARDWARE As SELECTED BY OWNER. NO. DATE SUBMISSION 9. INSTALL NEW LUTRON CASETA WALL SWITCHES AND DECORA RECEPTACLES THROUGE1Our. __ _ ® ® 0 11/06/18 ISSUED FOR FILING. rr c _ I I 1 11/27/18 ISSUED FOR BID. 2 12/31/18 REISSUED FOR BID. 3 02/27/19 FILING SUPPLEMENT. -------------- LR----�-- -- 1 — I I I u-- II \\>, 11 Exam 5n® T/ I I PORIuFR AWC II ii ii �� EXISTING I I I 1 EXISTING fDROOM I I I BEDROOM 6L. j II 6 x IZ 8 °cry nr L I13 '�x nr l i REMOVE 1=XISTINCw II III II CARPETING. II III II „ I O 6L 1 Lo_j 1 1 EXIST INCi 1 II NO. DATE REVISION PARTITION LEGEND — — I MA I (—R f5FD\OOM 11 ~\ I I ( I I KEY PLAN: DEEP HOLE CREEK 1 14 -14"k 19 II °rib nr L _ 0 1 I I ii ii - - ARE EXTERIOR WALL CONSTRUCTION (EXISTING) I I it A OF WORK r------------I 6L 1/2 GYPSUM BOARP EXISTINGPN 16 t- _" OL. I DCI6 ACCESS SG ATTIC 2"x,4" STUDS @ 16 MASTERA01 I I REMOVE EXISTING `�/ I ApOVE I 1 R-15 FOIL FADED BATT INSULATION VINYL FLOORIWI. ------------� 1� K 1/2" PLYWOOD SHEATHING 4 AIR INFILTRATION BARRIER i i EXDX1 NO A � it EXISTING CEDAR SHINGLE SIDING TO REMAIN 0i i i I 6L ---�--� --- -------,1L----------- ------i------------- x� o� EXISTING EXISTING I 1 I Q 1 Q Z Srw16s @ OL. (EXISTING) I J' I WHP,OGIM I BEDROOM Q I/2" GYPSUM. BOARD. (GOTHS SIDES) — — I1 1x7 h ) off, 13 x109 8 °abnr I I 3O 2"XAF" STUDS @ 16" OL. (NEW) I/2 GYPSUM. BOARD. (GOTHS SIDES) \ pplN� R� NEW WALL OPtSIING g FOR WINDOW. �UPTpN GL OEl MAR — 7 AL EXaW6 WIMM TO M Rtirfm, TYP. MACDONALD RESIDENCE LEGEND (EX DENOTES EXISTIN(-;) 855 LUPTON'S POINT ROAD txlsnlvr, wALL TO M IZE]vIOVED MATTITUCK, NY ZXA" or 2"x6" WD. FRAMING @ 16" OL. W/ I/2„ GYP. BD. BOTH SIDES TYP. (U.O.N) TITLE: 2xA" or 2"x(," LOAD BARING WALL 0-15-W.) W/ I/2" GYP. BD. BOTH SIDES TYP. (Q-ON) SECOND FLOOR REMOVAL PLAN Q SMOKE DETECTOR DATE: 11/06/18 co CARBON MONOXIDE DETECTOR PROJECT NO: DRAWN BY: PG 50 CFM EXHAUST FAN CHECKED BY: NM J^ SCALE: AS NOTED PARTITION TYPE DRAWING NO: ® 4'XA" WOOD POST U.O.N. Aq 1 SECOND FLOOR REMOVAL PLAN I SCALE: 1/4"=l'—O" `^ $ ° !� } ss>�ey: a:} S A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com E ITA WO\� �ND E R A9gCO�� Q' o LINE OF PAY WINDOW EXTENSION A130VE. � NES SISTER NEW V-a' LIEN& 20 FLOOR JOISTS CONSULTANT:: TO EXISTING JOISTS. NAIL TOP & POT-TOM 12" OL. NEW JOISTS TO CANTILEVER OVER STEEL SECURE NEW AND EXISTING JOISTS WITH SIMPSON JOIST HANGERS. INWLL D05TI% OPENING IN MA52M WALL WITH 0A) TO MATO-I. INSTALL P REDAR ® I6" OL. AND I'LL OAJ 3- 233 2 3 P14' SGL.ID nWf�f JpH�MORTAR (fYP.) ' y ' /• l�l/' V r I// lo lo ____ -------------------------------------------- b'-d 4 r`� W DOOR_ i EXISTING .4" DIAMETER i STEEL POST ATOP I(" DIA. 4000 PSI PL. SONDTUPE NO. DATE SUBMISSION PARTITION LEGEND -M 15jft fit IIIR"aMl~INFW /1 /^ / F�� 0 11/06/18 ISSUED FOR FILING. IN. �6" 1 11/27/18 ISSUED FOR BID. EXTERIOR WALL CONSTRUCTION (EXISTING) I (�- NEW DASIMM WNX� TO M `/ `/ Q 2 12/31/18 REISSUED FOR BID. �- I If`FLL IXISTING OPENING QJ I a, 1/2 GYPsw BOARD PJ &UP M GMU WNL I 3 02/27/19 FILING SUPPLEMENT. 2-,,x4!, sTUps Q I G" OL. MASONRY WALL WITH /•IvU EXI57 N& DA�rr WWW TO pE d R-15 FOIL FADED BATT INSULATION TO MATGi ( " NEW 4XA• PTS WP POST 1/2 PLYWOOD SHEATHING I IMASONRY ' AIR INFILTRATION BSONO ARRIER I I ATOP IG" DIA. h000 PSI EXISTING CEDAR SHINGLE SIDING TO REMAIN I I 36" �ELOELO FOOTING SET MIN. ( V1/ GRADE TYP IXISrING DRAWL u.. I _ _ _ mum REFER TO DETAIL 5/A6.I O SPACE V)(4" STUDS @ I G" OL. (EXISTGti11M ING) I 0EX16 MASONRY Mt`EY TO REMAIN 1/2' GYPS[P. BOARD. (BOMS SIDES) p6LT PATTM PER P5-666E i 3 3O 2!X,4!' STUDS U 16" OL. (NEW) NO. DATE REVISION I 3 ( I I 1/2 GYPSUM. BOARD. (GOTHS SIDES) I � I ( I KEY PLAN: DEEP HOLE CREEK ELWL— L IXI5fIN6 UrJd(GAVATED EXISTING ( I ( AREA OF WORK CL �ASEMENr ( II 2h s x 2'} a s 1 ab fif I �5. I EXISTING SLAB TO I 71 REMAIN I �! TO LANDING, MD t1A1`DRAL � ply �a JUP 14 L — — — — — — — — —� UPT�N,S PO1N� RD REPLACE EXISTINC7 JOIST WITH INSECT �4 $_$, �,-0 PAMA6E. MAR - 7 ?0'q 60'-3° Ir LEGEND (Ex DENOTES EXISTING) MACDONALD RESIDENCE Exam WALL TO ff- REMOVED , --_-- 2x.4" or V'0' WD. FRAMING @ W' O.C. 855 LUPTON'S POINT ROAD W/ I/2" GYP. BD. WTN SIDES TYP. (UON.) MATTIT U C K, NY 2xAF' or 2110" LOAF BEARING WALL (L-B.W) W/ 1/2' GYP. BD. BOTH SIDES TYP. (U.O.N) TITLE: Q SMOKE DETECTOR BASEMENT CONSTRUCTION PLAN co CARBON MONOXIDE DETECTOR DATE: 11/06/18 50 CFM EXHAUST FAN PROJECT NO: - JJJ DRAWN BY: PG PARTITION TYPE CHECKED BY: NM ® 4"X4" WOOD POST U.O.N. SCALE: AS NOTED DRAWING NO: 1 BASEMENT CONSTRUCTION PLAN SCALE: 1/4"=1'-0" --- - - ------------ _ n}ti Lv}v A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com LIED A&C GONSTRUGTION NOTES: PNo E R Af 0� I. ALL DIMENSIONS TO NEW PARTITIONS ARE TO THE FC AE OF THE GYPSUM BOARD WALL. SECURE JOIST HANGERS ¢ z �3 I. INSTALL HARD WIRED, INTEROONNEGTED, SMOKE DETECTION ALARM DEVICES PER THE 2016 NEW YORK STATE TO FAGS OF NEW FLITCH �{ UNIFORM �UILJPINO DOPE / 2015 INTERNATIONAL RESIDENTIAL (OPE IN CONJUNCTION WITH THE NATIONAL ELECTRICAL REAM r0 SUPPORT GORE (NEG) REQUIREMENTS. DQSTING SEl,OND FLOOR Jolsrs. F N 3. PROVIDE NEW $' MOISTURE RESISTANT OYP. f5D. 0 WALLS ANP CEILING IN NEW PATHROOMS. TU5 AND SHOWER CONSULTANT: AREAS SHALL RECEIVE g" GEME.NTITIOUS PACKER BOARD. 4. PATCH ALL EXISTING DRYWALL SURFACES (CEILINGS AND WALLS) THROLr-MOUT As REQUIRED AND PREPARE FOR NEW FINISHES. 5. EXISTING HARDWOOD FLOORS TO PE STRIPPED, SANDED AND REFINISHED. COORDINATE FINISH WITH OWNER. 6. REMOVE EXISTING AND PROVIDE AND INSTALL NEW BASE MOLDING, DOOR AND WINDOW TRIM AND GROWN MOLDING $4 V-41' f4'4'N 3,1�• 4" �N �N g'14" � Z,1''�N 2�13�N MATERIAL THROUGHOUT. COORDINATE STYLE AND COLOR WITH HOMEOWNER. 7. EXISTING GYPSUM BOARD CEILINGS ARE TO REMAIN. PATCH EXISTING AREAS AFFECTED 13Y THE NEW WORK. NEW GUARD RAILING TO REFER TO FINISH NOTE NO. 3 ON SHEET 0-1.1. (3)13/x"X 17/S'LVL'5+(1)I/1"ga fl.T S S. PROVIDE AND INSTALL NEW INTERIOR DOORS, FRAMES AND HARDWARE AS SELECTED 15Y OWNER. 6'44-S"�LmllD POOR — — — — — — WOOD FRAMED STEPS, NO. DATE SUBMISSION 9. INSTALL NEW LUTRON GASETA WALL SWITCHES AND PEC-ORA RECEPTACLES 7HROUG110UT. (1)F3/q'x II-1/B"11 Lk(GAJf) MILLWORK bQJU1 WITH AND HANDRAIL TO GODS. 0 11/06/18 ISSUED FOR FILING. NSTALNEW © STORAGE 1� EXISTING ' INSTALL NEW h" DIA STEEL 1 11/27/18 ISSUED FOR BID. IL 4X4 W06P POST. NSTAL NEW GO-" WITH TOP SADDLE 2 12/31/18 REISSUED FOR BID. � of 2) 4X4 WOOD POST. LIVING ROOM PLATE AND 6"461'9' 150rTOM OF Z 2 o PLATE (TYP OF 2) 3 02/27/19 FILING SUPPLEMENT. INSTALL NEW HARDWOOD ) 25 - x IZ - P -qb tlr s o EXISTING WW NEVA/ W:6TOW WARTH DENjr-INSTALL NEW Dc15fIN6 MA50NRY NEW 'lam TO EXISTING RAFT WORD INSTALL NEW 66LLAR TIS RELIIGATED POCKET c ® 19 x 13 L S �ae lir PELORATIVE S" G111MI�Y MD FIRS Ua POST (TYP.). u� 0= DIAMETER W069 TO RDM TOP PLATE. (TYP F 2) POOR FROM DINING EXISTING BEARING WALL POST. 0-YP OF 2) ROOM. TO REMAINIF. N N ) 5�/" � �{" b' I I I ' b-k d'-d 1-3ti01 •� NEW X4 WOOD II II A116N POST C-yp.)- 3 i i N I i i t NO. DATE REVISION 2'-8„xG-B„ _ (1)FII”x F/8 19 LVL(GONE ---- -- -- ---- 1 3M x VIL 1LE LVL PARTITION LEGEND MILLWORK GApINET W 3= VVAsff� .T -- -- i TM I I I I KEY PLAN: DEEP HOLE CREEK pOnASE ADM T - G J 1�" �' 7 L" Z'4 I ................... .............. O EXTERIOR WALL GONSTRUGTION (EXISTING) {ROOM EXISTING I I I 1 1/2" GYPSUM 15OARD EXISTING KIT(,HEN i i EXISTING ; I AREA OF WORK 2"x�F" STUDS I6" oG. MLP ROOM -- o� �' o ; ; DINING R001 a .' R-15 FOIL FACED $ATT INSULATION z x 9 II S 0 fir - - I3 a x 14 L 8 4}b Iir K K� I/2 PLYWOOD SHEATHING _ _ _ _ AIR INFILTRATION f5ARRIER GGtd�fTERTOP VyITH oA04 s o Q O i i i i EXISTING CEDAR SHINGLE SIDING TO REMAIN HI- GApINEfS ABOVE I N 141 I3' 1'1" O Q I I INSTALL NEW HERRINC��IE A� O 2"X4" 5TUP5 @ IG" OL. (EXISTING) I 3 1J� i i wi6K FLOOR ON MORIif(R 1/2" GYPSI.M_ BOARD. (POTHS SIDES) BED OVER D(ISTING I I GL i ; CONCRETE SLAB. 1' 3O 2")(,4" STUDS ® 16" OL. (NEW) 1/2" GYPSUM. BOARD. (130T115 SIPES) 16 ------------- -- o o O1NT Flo NEW R CH SME I-UP .TAN'S P ENTRY DOOK am THnU RA55 fi4.E% SHOVER FNU_OaK AND DOOR MILLWORK MW WITH 9" A5llWY W/SS HARDWARE STORA6E MON. A5 5HFLTED DY OINItR INSTALL NEW HARDWOOD ,.. ._......_ ,�..__. FLOORING. M,AR 7 INSTALL NEW PLYWOOD ALL Exa N6 Wwms TO M SUI FOOR, CO NTITIOUs FffL.AaP, PYP. PACKER f5OAR9 AND CERAMIC, TIL FLOORING. MACDONALD RESIDENCE LEef-ND (EX DENOTES EXISTING) EXI5TN6 WAIL TO PE REMOVED 55 LUPTON'S POINT ROAD MATTITUCK, NY 2x4' or 2"x6" WD. FRAMING Q 16" OC. W/ 1/2:/ GYP. fV. f5OTN SIDES TYP. (U.O.N) TITLE: 2x4" or 2"x6" LOAD MARINC5 WALL (L-.15.W) FIRST FLOOR W/ I/2" GYP. 13D. 130TH SIPES TYP. (U.O.N.) CONSTRUCTION PLAN Q SMOKE DETECTOR DATE: 11/06/17 co CARSON MONOXIDE DETECTOR PROJECT NO: - DRAWN BY: PG CF}, 50 CFM MAUST FAN CHECKED BY: NM SCALE: AS NOTED --� PARTITION TYPE DRAWING NO: ® 4•"X4" WOOD POST U.O.N. FIRST FLOOR CONSTRUCTION PLAN A I SCALE: 1/4"=l '—O" is J z; i A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com � D A&C GONSTRUGTION NOTES: 0�5 PND E R M,g I. ALL DIMENSIONS TO NEW PARTITIONS ARE TO THE FACE OF THE GYPSLM BOARD WALL. _w ZIA , 2. INSTALL HARD WIRED, INTERCONNECTED, SMOKE DETECTION ALARM DEVICES PER THE ZOIC NEW YORK STATE p '` UNIFORM BUILDING COPE / 2015 INTERNATIONAL RESIDENTIAL GORE IN CONAJNCTION WITH THE NATIONAL ELECTRICAL GORE (NEL) RE6iJIRE.MENT6. J� ?E�y 3. PROVIDE NEW 9' MOISTLFE RESISTANT GYP. 13D. U WALLS ANP CEILING IN NEW BATHROOMS. TUB ANP SHOWER CONSULTA�- AREAS SHALL RECEIVECEMENTITIOUS BACKER 130ARR. 4. PATCH ALL EXISTING DRYWALL SORI=AGES (6EILIN616 ANP WALLS) THROUC711OUT As REGZUIRED AND PREPARE FOR NEW FINISHES. 5. EXISTING HARDWOOD FLOORS TO BE STRIPPER, SANDED ANP REFINISHED. COORDINATE FINISh WITH OWNER. 10 � (. REMOVE EXISTING AND PROVIDE AND INSTALL NEW BASE MOLDING, DOOR AND WINDOW TRIM AND GROWN MOLDING MATERIAL THROL011OUT". COORDINATE STYLE ANP COLOR WITH HOMEOWNER. 7. EXISTING GYPSUM BOARD CEILINGS ARE TO REMAIN. PATCH EXISTING AREAS AFFECTED BY THE NEW WORK. REFER TO FINISH NOTE NO. '5 ON SHEET 0-1.1• EXISTING COLLAR TIES. S. PROVIDE AND INSTALL NEW INTERIOR DOORS, FRAMES AND HARDWARE As SELWTEP BY OWNER. (TYP OF 2) NO. DATE SUBMISSION 9. INSTALL NEW LUTRON CASETA WALL SWITCHES ANP FLUC7 ORA RECEPTACLES THROHOUT. Axkx ANGLE �4x�x ANGLE 0 11/06/18 ISSUED FOR FILING. 1 11/27/18 ISSUED FOR BID. 2 12/31/18 REISSUED FOR BID. 5 L.5 9 9!&a IR I I -----_----- n Ln-------------- 3 3 02/27/19 FILING SUPPLEMENT. nb-T J6 611WI I �' 3 I POR►viER AWE EXISTING EXISTING All i � FRDM U00 ROOM I I II i-x '- 8 '0"tir I3 x IZ S ae tir II �i g ov INSTALL NEW HARDWOOD i i oCb I FLOORING. 7iiI REPLACE EXISTING ATn EX15TIM VARIN6 WALL ® ACGE55 LAW ( .IP.) TO REMAN ( .IF) EXISTING I j MASTER �EPROOM II FROPOSE"W.I 3 i i x i i 4 NO. DATE REVISION a t7 I I I� - 19 - II -crb rir Z- PARTITION LEGEND 5 ■3 w 9°pb KEY PLAN: .......DEEP HOLE CREEK ® .• Ii C .................. F------------ GL. I tt. rh PN D(15TIN6 aT-V I GL AREA OF WORK O1 EXTERIOR WALL CONSTRUCTION (EXISTING) I 1' �� 16 i �5' � i -� 1/2" GYPSUM BOARD II ------------� a .............. 2"x4'" STUDS C9� 16" OL. � I� EXISTING 1 ® '1 ....... R-15 FOIL FA/,EP BATT INSULATION `` I' MASTER PATHROOM I I 3 1/2" PLYWOOD SHEATHING 5 x i 0 I j GL AIR INFILTRATION BARRIER .� SAT I a - IS - S EXISTING CEPAR SHINGLE SIDING TO REMAIN ___—__ _50_—_—_ —_-1L--------_— EXISTINGEnt y A O 2.'X4 STUDS 916 OL. (EXI5TING) (� p GLASS X55 11V GYPSUM. BOARD. GOTHS SIDES SHM ftL0 X ANP POOR 5W9 i 13 6 x 14 9 S °cam lir 1. 0 / ( ) A55fLY W/65 ItWWARE A5 ZWTEP ExST G \ DY OWI�R I w _ 3O 2"XA!' STUDS @ 1(0" OL. (NEW) TI'IROOM 1 2" GYPSUM. BOARD. (GOTHS SIDES) 6L 4 \ pINT R� INFILL RECESS BETWEEN TWO EXISTING PORNIERS. PATCH ROOFING AND SIDING TO MATCH. INSTALL NEW PLYWOOD l3i 3 00R, CEMENTITIOUS All D(1SW WINDOWS TO V- 15ACKEGARP ANP LNG. RBIAag, Tw. �jAR 7 LCERAMIei''.; MACDONALD RESIDENCE LEGEND (EX DENOTES EXISTING) 855 LUPTON'S POINT ROAD Ex15nN� WALL TO pE REMovEP MATTITUCK, NY ............:.............:..... 2x4" or 2"0" WP. FRAMING @ 16" OL. :u. .:._... _ W/ 1/2!' GYP. I�D. 150TH SIDES TYP. (U.O.N) TITLE: 2x4" or 2"x6" LOAD BEARING WALL (L.B.W.) W/ 1/2" GYP. 13D. BOTH SIDES TYP. (U.o.N.) SECOND FLOOR CONSTUCTION PLAN Q SMOKE DETECTOR DATE: 11/06/18 �o CARBON MONOXIDE DETECTOR PROJECT NO: DRAWN BY: PG 50 CFM EXHAUST FAN CHECKED BY: NM JJJ SCALE: AS NOTED PARTITION TYPE DRAWING NO: ® A'x4" WooD POST u.o.N. 1 SECOND FLOOR CONSTRUCTION PLAN I SCALE: 1/411=1)-O" NEW CUSTOM F45RIGATED r• CUPOLA. GUT OPENING IN ROOF AND FLASH AS REqUIRED. T.O. ISTINCD ARGHITEG apaA cLPOLA EX TURAL TD. fi <:xg �• ASPHALT ROOF SHINGLES, .. r, TYPICAL ANDERSEN 400 SERIES WOODWRIGHT WINDOWS 4•,.v AS 66flERUP, <., �••, RD6E SHED ROOF DORMERRVESE �. .: 2 RIDGE '. . INFILL RECESS BETWEEN TWO EXISTING DORMERS. PATCH __ __ __ __ __ __ _ _ REPLACE EXISTING - - - --- - - - SHUTTERS WITH NEW ROOFING AND SIDING TO MATCH. __—__ ARCHITECTURAL WOOD +�� A R C H I T E C T S ----------------------------------- --------- SHUTTERS o-YP.) TO. PLATE EXISTING CEDAR SIDING TO f5E 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 CLEANED WITH O�(YeEN ® ftFAGM (rYP) - ® P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com i i t t t RER-46E EXISTING TRIM AIS FASCIA THROUG?NOUI- WITH i i WDH2832 WDH2832 WDH2832 +Ir-S f ��[© ARC'S'i NEW 5/4 AZEK 130ARD5 TO \I i/ RPOE 0�5 ANDER MATCH EXISTING PROFILE TYP O EGR3ESS4 TD. FIN. SEC M FLOOR - TD. FIN. SEW FLOOR ----- ----- -- -- ----- -- -- ---------- CONSZ AKI' AR251 - 71L �]L �4: � Z, t t C33 C23 WDH21032 WDH21032 ----- -------------------------- -------------------- --- -d-S" TO. FIN. FIRST FLOOR - TD. FIN. FRST FLOOR - -- -- -- - - -- -- NEW 2'-VV-S" DUTCH I NEW CUSTOM V-d" X G'-S" NO. DATE SUBMISSION STYLE ENTRY DOOR I DOOR WITH TOPLIOMT AND I I SIDELIGHT I 1 11/27/18 ISSUED FOR BID. 2 12/31/18 REISSUED FOR BID. 3 02/27/19 FILING SUPPLEMENT. EXISTING SLA15 TO REMAIN EXISTING FOUNDATION WALL ANP 4--o" AN FOOTING TO REMAIN _ — I �- S-d TD. DA5DI SLAB TO. pASENENT SLAB 1 SOUTH EXTERIOR ELEVATION FRONT SCALE: 1/4"=1 '-0" NEW CUSTOM FA♦3RIGATED CUPOLA. CUr OPENING IN NO. DATE REVISION ROOF AND FLASH AS RE1ID• KEY PLAN: DEEP HOLE CREEK T.O. CUPOLA TO. aPOL.A EXISTING ARCHITECTURAL ANDERSEN 400 SERIES AREA OF WORK WOODWRI6HT WINDOWS 1 TYPICALT ROOF SHINGLES, AS SCHEDULED, TYP h I ....... RIDGE RIDGE SHED ROOF DORMER y 1 A t-1h +2d-6" f Ago REPLACE EXISTING TRIM AND RIDGE FASCIA THROUGHOUT WITH NEW 5/4 AZEK 150ARPS TO Q � MATCH EXISTING PROFILE TYP 1 +IY—d' J EXISTING CEDAR SIDING TOE TD. PLATE N3rl GLEANED WITH OXYGEN S Pp1NT RD ftE46H (TYP.) `vPTpN, NEW STANDING SEAM COPPER ROOF OVER NEW PAY WINDOW. CUSTOM SLIDING DOOR +Ir-S f LSSE 15LY WITH SIDE AND TOP RIDGEqrl CX 245 * CX245 EGRESS EGRESS CW34 •* +9'-d' r6 EGRESS OM --—-- -- -- - — - -- -- - —- — - -- -- —- -- TA FIN. SELFLOOR -- -- -- TD. FIN. SEGOM FLOOR t tI MACDONALD RESIDENCE WDH26210 WDH26210 A21 A21 855 LUPTON'S POINT ROAD ----------------- ---- --- TD. FIN. FIRST FLOOR FWH3168 __—__—_ _19 _ __ __ -d$ MATTITUCK, NY TD. FIN. FIRST FLOOR -------------------------------- I NEW 3"-d X6'-6" DOOR. I TITLE: NEW I-I/2"" THICK GMAMPIAIN SRO E AME�16ANANCOAR�iEXTERIOR ELEVATIONS NATURAL STONE VENEER EXISTING FOLRNIDATION WALL. AND 2 FOOTING TO REMAIN DATE: 11/06/18 NEW CUSTOM fA�RIGATi=D SAY PROJECT NO: TD. DASEMENr SLAD — --GK068- WINDOW ASSEM151-Y. TO. PA5 MC SL AD DRAWN BY: pG NEW ARGHITEGTUZAL CHECKED BY: NM WOOD SHUTTERS (TYP) — DECORATIVE BRACKET, SEE DETAIL, TYP. SCALE: AS NOTED NEW ANDERSEN 15-SERIES 6LIDIN6 DRAWING N PATIO DOOR 2 NORTH EXTERIOR ELEVATION ( REARL d!!rm 0 SCALE: 1/4"=l '-O" NEW CUSTOM FABRICATED i• CUPOLA. GUT OPENING IN ROOF AND FLA5f1 AS REQUIRED. To apaA :F: :f . >�:.. >;«<>_ EXISTING AR(HITE6TURAL ASPHALT ROOF SHIN6LES, TYPICAL v: }vv}tivi'.tiV . 'z �•.••'vzv. .:�4„•.:.�:> w:ilex RIDGE TV. PLATE -------- ----—-- -- --—-- -—--—--—-- -- A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 www.wfcaia.com EXISTING CEDAR SIDING TO $E GLEANED WITH OXYG _EN WOODWRIGt1T WINDOWES '� �LE ��pNDEP,Mgcy�j AI�Ii (TYP.) A21 A21 AS SCHEDULED, TYP <J W Q T,O. FIN. SECOND FLOOR nA yc — WDH2632 (BEYOND) CONSULTANT: REPLACE EXISTING TRIM AND FASCIA THROUGHOUT WITH NEW 514 AZEK pOARDS TO MATCH EXISTING PROFILE. TYP L11 C135 C15 C15 d-d' T.O. FIN. FIRST FLOOR STRUCTURAL NRAGKET, SEE I - DETAIL, TYP. I ( NO. DATE SUBMISSION — � ( NOTE: 1 11/27/18 ISSUED FOR BID. PROVIDE AND INSTALL 2 12/31/18 REISSUED FOR BID. (2) ANDERSEN 400 SEWDI IES WINDOWSHT 3 02/27/19 FILING SUPPLEMENT. ON GARAC Ems) TO. pASEtvENT SLAD _� I 1 EAST EXTERIOR ELEVATION LEFT SCALE: 1/4"=l '—O" NO. DATE REVISION NEW CUSTOM FA15R1CATED KEY PLAN: DEEP HOLE CREEK GUPOIA GUT OPENINGS IN ROOF AND FLASH AS REQUIRED. AREA OF WORK EXISTING T ARCHITECUIR.& T.O. CUPOLA ....... ASPHALT ROOF SHINGLES, TYPICAL ANDERSEN 400 SERIES WOODWRICtIT WINDOWS A21 AS SGHEDU_ED, TYP WD6- 'k EXISTING CEDAR SIDING TO M 0 CLEANED WITH OXYGEN Q (1-yp.) -1 1 -------------- -------------- - - - r,9. PLATE REPLACE EXISTING TRIM ANP-- FASCIA ND FASCIA THROU61101JT WITH +fir-S" t MAR 7 20I11' NEW 5/4 AZEK f5OARDS TO Rp6E MATCH EXISTING PROFILE. TYP WDGR09 WDH304 EGRESS TO. FIN. SECOND BOOR MACDONALD RESIDENCE E, z CUT C23 t 855 LUPTON'S POINT ROAD WDH2842 MATTITUCK, NY -—-- -- --—--—-- -- --—-- --—--—--—-- d-e' T0. FIN. FIRST FLOOR TITLE: 2610 — — — I $RACKET, SEE STREXTERIOR ELEVATIONS UCTURAL DETAIL, TYP. EXISTING 61-IDIN6 BASEMENT DATE: 11/06/18 WINDOWS TO PE REMOVED AND REPLACED WITH NEW ANDERSEN I I PROJECT NO: - 100 SERIES 6LIDING WINDOWS, I TYP. DRAWN BY: PG T.O. P CHECKED BY: NM D. ASFJ�-T4f SLAP SCALE: AS NOTED DRAWING NO: 2 WEST EXTERIOR ELEVATION (RIGHT) A 2 SCALE: 1/4"=l '-0" � mcmrxR.l gnsns em r r.�.e� m. - .gym,:z•,.�;rym; rMs::.;,- ..i._ l' M1t+. .9. �f. S A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.84`50 I F. 631.689.8459 I www.wfcaia.com j r W \F F CONSULTANT: NO. DATE SUBMISSION _ I 1 11/27/18 ISSUED FOR BID. F— — 16�1 I GL ( 2 12/31118 REISSUED FOR BID. p I 3 02/27/19 FILING SUPPLEMENT. I I I I I D(15TIN6 DRAWL ( I SPa6 I � I I I i o I - - - - - - - - ( � I I I IIf I NO. DATE REVISION ❑ ❑ ❑ o0 KEY PLAN: DEEP HOLE CREEK pQ67IN6 lNJIGAVATEP ❑ exisriN& BASEMENT AREA OF WORK S S 7 2 I I a ....... Zls-FINO UNffINISI-1ED CEILING AND ho ` LIeffINC6 TO REMAIN I A� '�k � I IF— 7 I L I UP 14 I _ `LIPTON S lo 10 3" LEGEND (EX DENOTES EXISTING) MACDONALD RESIDENCE EXle 6 WAl L r0 13E REMOVED 2-x4" o r 2x6 WD. FRAMING @ W6 OL. ' "" 855 LUPTON'S POINT ROAD MATTITUCK, NY W/ 1/2 EYP. �. nom SIDES TYP. (u.o.N.) 2x4" or 2"x6" LOAD MARM7 WALL (L.15.W) W/ 1/2" CvYP. W. f50111 SIDES TYP. (UV N.) TITLE: 0 SMOKE DETEGrGR BASEMENT REFLECTED CEILING PLAN �o GARION MONOXIDE DETECTOR DATE: 11/06/18 P 50 0W EXHAUST FAN PROJECT NO: - PARTITION TYPE DRAWN BY: PG CHECKED BY: NM ® 4"X4" WOOD POST U.O.N. SCALE: AS NOTED DRAWING NO: 1 BASEMENT REFLECTED CEILING PLAN %POO SCALE: 1/4 =1 —0 --------------------------------------------------------------- \M1\• v ' A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com ir-D AF v � q CON - T: 62=3" 1d-d 16',d' K4, " 3'-- 3' $ 2�13�" f--P/'4" $� 3'-1'�" NO. DATE SUBMISSION 1 11/27/18 ISSUED FOR BID. 2 12/31/18 REISSUED FOR BID. 3 02/27/19 FILING SUPPLEMENT. exisrINO omm PEN Is,I►.IO I9 x - -a&ttr 25 s x °ah rrr INSTALL NEW Ca AR TIES. (TYP of 3) ONO. DATE REVISION PARTITION LEGEND KEY PLAN: DEEP HOLE CREEK �.......... ....: ............. .......... ............................. ........................E- ...... ...... .. ..... ......... .EXTERIOR WALL COSTRUCTION (EXISTING) . .......... ................ I . ......... ................AREA OF WORK ............. �p� / p, . .. ............... 2 �1 i =�Uv1 F�OA,RD E------------------� I I I I I ............. 2 XA STUIs @ I(o O.G. I I I I I I R-15 FOIL FACED PATT INS(LATION --- i I 1/2" PLYWOOD 6HEATHING LLA--- I lu i iN� I I I I �. 1K AIR INFILTRATION BARRIER - - — -� PINI OM I ; �. 1 EXISTING CEDAR SHINGLE SIDING TO REMAIN �2exi I riNO 13 x 14 iI i S Mp KITCHEN \0 2'7h" STUDS @ 16" OL. (EXISTING) f, �� 14 1 x 9 S °ab rr 12" GYPSLM_ WARP. ory SIDES 1 ATI I� I I I I I I p 3 2!)(,4" U7 " ST5 @ 16" O.G. (NEW) pN !x7 w u -� O 1/2" GYPSUM- WARP. (150TH6 51DE5) OO I I INSTALL !NEW 6YP. �D� I PAINT RD GATHEPR�j_ GEILIN6. i i �UPT�N S I II RT I II I _ ii II II _. _. .................... 0 0 `P v4" LEGEND MACDONALD RESIDENCE (EX DENOTES EXISTING) D(15TIN6 wNJ_ TO DE Rq�lovm 855 LUPTON'S POINT ROAD MATTITUCK, NY 2XA" or 2"x6" WP. FRAMING @ 16" O.G. W/ 1/2' GIP. p9. 130M SIDES TYP. (UO.N.) TITLE: 7_x4" or 2"x6" LOAF MARINO WALL (L.p.W.) FIRST FLOOR W/ 1/2' C6YP. pD. pOTM SIDES TYP. (U.O.N.) REFLECTED CEILING PLAN Q SMOKE DETECTOR DATE: 11/06/18 GARpON MONOXIDE DETECTOR PROJECT NO: DRAWN BY: PG 50 6FM EXfMUST fAN CHECKED BY: NM SCALE: AS NOTED --Q PARTITION TYPE DRAWING NO: ® A!"Xh" WOOD POST U.O.N. Nov1 FIRST FLOOR REFLECTED CEILING PLAN SCALE: 1/4"=l '—O" h3 : mak;>�.• �,>::;<:� �:;v t'�•� �J.�iv.4.Fp• A R C H I T E C T S ! 12.1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 Ili P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com f �ED AR 1 O0 1 CONSULTA NO. DATE SUBMISSION 1 11/27/18 ISSUED FOR BID. 2 12/31/18 REISSUED FOR BID, 3 02/27/19 FILING SUPPLEMENT. EXISTING EXISTING W16 I I I I OOM ^ 5 L0� a_9°ae�� j I ft��t4--'I✓JI11w// 4 6 0-ab nr I3 - x IZ - 8 -ab rrr NO. DATE REVISION PARTITION LEGEND II tl I I I I t KEY PLAN: DEEP HOLE CREEK Ii I II II I II II I II I O AREA OF WORK EXTERIOR WALL CONSTRUCTION (EXISTING) 1/2 GYPSlv1 15OARD " I I E INC I I I t 1%••h ® ..... 2 x�„ ST LVS @ 16„ 0.,. I I MA D R-15 FOIL FACED 15ATT INSI-LATION �y 1/2” PLYWOOD SHEATHING WIL i i 14 w x 192 III I°A.6 Hr AIR INFILTRATION 15 BRIER 5 !.3 E15 o�M y 50~ EXISTING CEDAR SHINGLE SIDING TO REMAIN ❑ ❑ GL O DCISTWC� ATTIC I O nm- STUDS p 16” OL. (EXISTING) I-b3'-bi i i I ACCESS ffiaE I GL. 0 1 I/2" GYPSUM_ 15OARD. (f5OrHs SIDES) INSTALL 6EILNC� II L___________-� TliROUGI-IOUT I II II O� 1 VM' STUDS U 16" OL. (NEW) i EXIST-IN I i i i GL Q \• _ _ Rp 1/2" GYPSUM. I30ARD. (150T SIDES) SEAT ; MASTER A; ROOM ;; s Po'N �uPToN �_5-X1b E- � -ae �r v EXISTING .,� DOWvfR AME �DROOM EXISTING �AmRo I� 6 x I0 9 S -a_0�r 7 _ A - kr `p,rj lJ, faie, Hr MACDONALD RESIDENCE LEGEND (EX DENOTES EXISTING) DQ5n% WAL To ff- P&00 855 LUPTON'S POINT ROAD MATTITUCK, NY 2XA" or 2"x6" WD. FRAMING U 16" OL. ..u. :;.M.,...;,:,..,... W/ 1/2„ GYP. 15D. 1501-H SIPES TYP. (U.O.N) TITLE: .„� 2x4" or 2"0" LOAD FEARING WALL ".W.) SECOND FLOOR W/ 1/2 GYP. 15D. BOTH SIDES TYP. (U.O.N) REFECTED CEILING PLAN Q SMOKE DETECTOR DATE: 11/06/18 co CARSON MONOXIDE DETECTOR PROJECT NO: - DRAWN BY: PG 30 CFM EXHAUST FAN CHECKED BY: NM J SCALE: AS NOTED PARTITION TYPE DRAWING NO: ® 4"X4" WOOD POST U.O.N. 1 SECOND FLOOR REFLECTED CEILING PLAN SCALE: 1/4"=l '—O" ROOF RAFTERS. SEE PLAN FOR SIZE ; AND LOCATIONS. LVL pEAM 4•. SIMPSON STRONGTIE H7 FRAMING ROOF RIDGE. SEE PLAN TRAP ON EACH RAFTER. AS PER MANUFACTJRERS SPELIFIGATWNS. 000 on FOR SIZE AND + toy;\>• ,{'`i'<} LOCATIONS. (TYPICAL) SIMPSON STRONGTIE SEAM TO COLUMN CONNECTOR. INSTALL IN ;> ;4�• ;:: ; A66ORDAN6E WITH MANUFACTLFERS SIMPSON MOD1_ LSTA SPECIFICATIONS. (TYPICAL) ® 12015I-E TOP PLATE 24' LONG RIDGE STRAP. 000 } Nom: ° ® til, H7 OR H15 METHODS ARE ACCEPTAPLE. IF I o° H7 METHOD IS UTILIZED, STUD TO TOP PLA oO ® DETAIL G GAN M OMITTED. ROOF RAFTERS SEE A R C H I T E C T S WD POST PLAN FOR SIZE AND LOCATIONS. 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 I P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com SIMPSON STRONGTIE MODEL H7 4X4 POST: SIMPSON STRONG TIE MODEL: 6-6,44 4XG POST: SIMPSON STRONG TIE MODEL: GCA'(o QED ARc'yi�~., GX6 POST: SIMPSON STRONG TIE MODEL: CC66 �� ROOF RAFTER TO TOP PLATE STUD DETAIL ROOF RAFTER TO RIDGE SEAM DETAIL ��`� �+'PN°�, 'qco POST TO SEAM DETAIL MID SUPPORT � W �: r, •� WD BEAM ROOF RAFTERS. SEE PLAN FOR S m J f= AND LOCATIONS. CONSULTA : WALL STUDS. SEE SECTION. SIMPSON STRONGTIE GALVA SIMPSON STRONGTIE ANCHOR ON COLUMN GAP. INSTALL. IN EAC41 RAFTER. AS PER ACCORDANCE WITH MANUFACTURERS ® MANUFACTURERS SPECIFICATIONS. SPEGIFIGATIONS. (FYPIGAL) (TYPICAL) °° ® o o° o° o° at DOUBLE TOP PLATE OR at SAM 0 o °• a° WD POST NO. DATE SUBMISSION o° 0 11/06/18 ISSUED FOR FILING. PRESSURE TREAT)=D SILL ,° '. °° SIMPSON STRONGTIE MODEL HI 1 11/27/18 ISSUED FOR BID. TAXA' POST: SIMPSON STRONG TIE MODEL: E6644 2 12/31/18 REISSUED FOR BID. °° 00 �}X6 POST: 51MP50N STRONG TIE MODEL: EC,( o° at ° 00 (W POST: SIMPSON STRONG TIE MODEL: EGG6G 3 02/27/19 FILING SUPPLEMENT. °o o° 00 POST TO SEAM DETAIL ROOF RAFTER TO TOP PLATE/WD f5EAM DETAIL CrIG STRAPPING 24" LONG APPLI UNDER THE SILL PLATE AND UP THE FADE OF T11E STIRS, TYPICAL NO. DATE REVISION ,4"X4" WD POST O ROOF RAFTERS. SEE PLAN FOR AND LOCATIONS. KEY PLAN: DEEP HOLE CREEK SIMPSON STRONGTIE COLUMN PASS. INSTALL IN ACCORDANCE WITH DOUBLE TOP PLATE OR WD AREA OF WORK STIR TO RIM J015T RIM J015T TO SILL PLATE DETAIL MANUFACTURERS SPECIFICATIONS. MAM 1 1�. .a V' MINIMUM °00 ° SIDE66VER .o REINF POURED CONCRETE °:o°�°o °° o� (2" FOR LGA) SIMPSON STRONG TIE MODEL: ILI344 RSP4 0 �' EXTERIOR NOTE: HS �. SIMPSON STRONGTIE ANCHOR ON _ ALL EXTERIOR USE STRAPS, �'RAGKETS, GOLUvIN GAPS, GOLUvIN BASES ETC. � 2 X �4 CONTINUOUS LATERAL PRA5ANG r-,I 1A� � GALVANIZED STEEL EACH STUD. AS PER MANUFACTURERS 4 � '.� _ — T RD @ A" OL. SPECIFICATIONS. (TYPICAL) PToN,s Pp�N FASTENER NOTE: �U f50LT6 OR MACHINE POLT5 (Mf5S) ARE r0 M STRUCTURAL gUALITY THROUGH DOLTS (NOT LAG SCREWS OR CARRIAGE BOLTS) E6?UAL TO OR NOTE: BETTER THAN ASTM STANDARD A307, GRADE A. EITHER METHOD A66EPTA5LE. ID-Sd NAILS EXTERIOR POST TO GONORETE DETAIL G STUD TO TOP PLATE DETAIL VAR — 7 201'ra oF LOCATIONS. RS. SEE PLAN FOR SIZE AND MAC D O N A L D RESIDENCE 5d COOLERS NAILS GAftZ END @ Id' OL. SIMPSON STRONGTIE JOIST HANGER. INSTAL L AS PER MANUFACTURERS 2 X h 151-06K NAILED SPECIFICATIONS. (TYPICAL) SIMPSON STRONGYLE STRAP. INTO STALL �F-IOd N 1L5E W/ AS PER MANUFACTURERS ° 855 LUPTON'S POINT ROAD SPECIFICATIONS. (TYPICAL) °oo MATTITUCK, NY I/2" GYPSUM BOARD 5d COOLERS NAILS ° ° TITLE: @ 7' OL. SIMPSON STRONGTIE MODEL LUIS 10-5d NAILS DOUBLE TOP PLATE FRAMING DETAILS 20 GAGE STEEL STRAP (OR MAM AS PER SECTION A) ENDWALL STUDS DATE: 11/06/18 SIMPSON STRONGTIE MODEL HS PROJECT NO: - DRAWN BY: PG K CEILING RAGING AT GA L E END WAIL TYPICAL JOIST HANGER DETAIL ROOF RAFTER TO TOP PLATE DETAIL CHECKED BY: NM SCALE: AS NOTED DRAWING NO: FRAMING DETAILS 0 E- SCALE: AS NOTED 4;MX- WINDOWS LARGER ;fir: � �5:<zziii•`•?` ? �<::<:: MIN WD THICKNESS q--i12" 5TtI7S TO TOP PLATE 6'—d WIDE ATTACH KING TYPICAL RAFTER r0 TOP SHEAR WALL HOLD—DOWN DOUBI E TOP \ 44: :f• PLATE CONNECTOR '�'`$`'��;;r �;t • AT OPENINGS WITH (2) �'�• CONNECTOR BY SIMP60N I/V WAGE FOR HOLD DOWN WD POST, WITHIN WALL SIMPSON STRONG TIE PLATE INSrALLATION CONNECTOR MODEL TYPICAL WINDOW TYPES: STRONG TIE MODE1_ GONSTRUGTION, TYPICAL ATTACH KING STIR TO TOP PLATE HDQ5-6PS3 SEE PLAN FOR LOCATIONS 6PH4, TYPICAL BOTH CORNER STUD 6GNNE6TED TO SIDES AT OPENINGS WITH SIMPSON STRONG TRANSFER SHEAR ° TIE CONNE6rOR MODEL SPH }, TYPICAL BOTH SIDES 00 010 0 0 (VER IGALLY,//1YPIGAL II A R C H I T E C T S 0 INSTALL (2) SIMPSON VIF 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 0 STRONG—TIE MODEL '6516' ° END WALL ° TYPICAL STIR TO TOP P. 631.689.8450 F. 631.689.8459 I www.wfcaia.com ON EACH SIDE OF WD o FRAMING POST, TYPICAL0."",° DETAIL NOTE: PLATE CONNECTOR. SEE o SHEATHING NOT DOUBLE HEADER. ° ° SHOWN FOR CLARITY PLAN FGR SIZE AND LOCATIONS. HEADER TO JACK STUD ° ° O�� P`y Vic" CONNECTION, SIMPSON WINDOWS T STU7 TYPICAL. LSTA21, 6'—d' WIDE USE SIMPSON STRONG TIE MODEL ti . CLEAR "GMSr16", TYPICAL BOTH SPAN SIDES Fll_I_ HEIGHT `��`',,,, `•} , ,. •� ` O ,,r`` INSTALL 2X SOLID WD KING STIR BLACKING, BETWEEN t'�\ FLOOR TYPICAL AT ALL 2X WINDOW SILL _ LOAD BEARING POSTSPLATE CONSULTANT: BOTTOM PLATE °• o NEW RIM JOIST ' TYPICAL ° ° °° ° INSTALL 2X SOLID PROVIDE MINIMLN I" END 0 ° NEW STUD r0 RIM JOIST BLOCKING, TYPICALDISTANCE FOR ENTIRE LENGTH ° CONNECTOR SIMPSON EXISTING WALL STRONGTIE "-STA 2I" Ar OF SHEAR WALL FRAMING EXISTING DOU131._E TOP 32" O.G., TYPICAL FASTEN WITH (26) IOd 0 PLATE, VIF NO. DATE SUBMISSION NAIL IN ACCORDANCE WITH ° ° 718" DIA. THREADED ROD MANN INSTALLATION 0 11/06/18 ISSUED FOR FILING. BETWEEN FLOOR INSTRUCTION, IN EACH TYPICAL WINDOW TYPES: 1 11/27/18 ISSUED FOR BID. ENP. TYP SIMPSON STRONG TIE MODEL 2 12/31/18 REISSUED FOR BID. "6516", TYPICAL BOTH SIDES 3 02/27/19 FILING SUPPLEMENT. IV EXISTING STUD TO RIM WD POST, TYPICAL EXISTING 2JOIST CONNECTOR X FRAMING r0 SIMPSON STRONGYLE REMAIN 'LSTA-21" AT 32" OG., TYPICAL BETYVEEN FLOOR Sf1EAR WAIL 11GLD-DOWN CONNECTOR DETAIL DET1N�N I�-D�RtEAR wAI-I- f1Gl-D-D4WN CONNECTOR DETAIL TWIGAL N FLOOR Gr7NNF�irOR NO DATE DATE REVISION KEY PLAN: DEEP HOLE CREEK ................... .............. ................. ............... WINDOWS LAREVER 6'—d' WIDE ATTACH KING AREA OF WORK STU?S TO TOP PLATE "SIMPSON" AT OPENINGS WITH (2) DOUBLE TOPTE `a•/•h ® 1 HDQS—SPED 1 SIMPSON STRONG TIE PLA ATTACH KING STLA RO TOP PLATE CONNECTOR MODEL AT OPENINGS WITH SIMPSON STRONG 1 ° SPHA, TYPICAL BOTH TIE CONNECTOR MODEL SPH}, 7". 0 SIDES TYPICAL BOTH SIDES 1 o ° �� 1 o ° 0 1• "SIMPSON" LSTA15, TYPICAL Q •. INT Rp DOUBLE HEADER SINGLE STRAP APPLICATION TONS p0 PLAN FOR SIZE AND SHOWN. MULTITI,DES MAY BE LUP LOCATIONS. USED WINDOW TYPES JACK STLD FULL HEIGHT THAN 6'—d' WIDE USE KING STS SIMPSON STRONG TIE MODEL "GMSTW', TYPICAL BOTH SIDES 2x wlNDow SILL 1�41AR - 7 201:T PLATE PROVIDE SCUD BOTTOM PLATE BLOCKING AT ENDWALL MACDONALD RESIDENCE 7/8" DIA. THREADED ROD PRESSIL)RE TREATED SILL 855 LUPTON'S POINT ROAD EMBEDDED IZ—I/2" INTO PLATE MATTITUCK, NY GONGRETE W/ "SIMPSON" Er (HIGH STRENGTH EPDXY ADHESIVE) TYPICAL WINDOW TYPES: 65-16 STRAPPING 361' LONG TITLE: APPLIED UNDER THE SILL. PLATE Nom: AND UP THE FACE OF THE STUDS, I, PROVIDE HOLD DOWN AT END OF EACH SEGMENTED SHEAR WALL. TYPICAL BOTH SIDES. SEE DETAIL FRAMING DETAILS J/A5.2, TYPICAL 2. PROVIDE HOLD DOWN WHERE SHEAR WALL. TERMINATES IN A CORNER. 5. SEE PLANS FOR DIMENSIONED LOCATIONS OF SHEAR WALL MARKED "SW" DATE: 11/06/18 PROJECT NO: - FIR5T FLOOR 6HM WALL HOLD DOWN GONNEGTOR DETAIL TYPICAL FIRST FLODR CONNECTOR DETAIL DRAWN BY: PG A CHECKED BY: NM SCALE: AS NOTED DRAWING NO: 1 FRAMING DETAILS Am ,) . 2- SCALE: AS NOTED W TIES @ W, OG. 2 x(a @ I(a" O.G. . :: ..{..: 616TERED TO EXISTING 2X4 (2) UO IO DOLLAR TIES (TYP. OF {t A R C H I T E C T S I 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com ,d P E D ARCh� EXISTING 2x4 5TUP5 h \� I CONSULTANT: NEW HERRINGF50NE f5RI6K FLOOR ON MORTAR QED OVER EXISTING GONGRETE 6LA5. EXISTING CANTILEVERED SAY WINDOW REMOVE EXISTING HARDWOOD :. - FLOORINO 6Uf5ffLOOR ANP .....�:, ., .. ....=rte'._ .. .:.:.�a-�::. :-�- :..fir:-: _. :.•:�-=�„�.�::• NO DATE SUBMISSION JN P LEE ER S A MOWN- 3 02/27/19 FILING SUPPLEMENT. EXISTING 4 CONCRETE SLAB G-M.U. FOUNDATION I5-3/ NO. DATE REVISION TABLE R607.2 DECK LEDGER CONNECTION TO BAND JOISTj° KEY PLAN: DEEP HOLE CREEK (Deck live load=40 pal,deck dead load=10 pst,snow load 40 psf) JOIST SPAN \..... .............. CONNECTION DETAILS 6'end less 6'i"to B' 8'1"to 10' 1ti'1"do 12' 12'1"W14' 1411"to 18' 16'll"to 18' On-center spacing offastenere AREA OF WORK SECTION THROUGH EXISTING ADDITION '/Z inch diameter lag screw with'/,•inch maximum sheathing• 30 23 18 1.5 13 11 10 . ....... 1 a• 1 '/=•inch diameter bolt with'/,inch maximum 36 36 34 29 24 21 19 SCALE. 1/2"=I '-O" sheathings inch diameter bolt with 1-inch maximum 36 36 29 2A 21 18 Ib sheathing' 5/4 RAILING GAP For Si: t inch-23.4 mm,t foot=304.8 mm,1 pound per square foot 0.0479 kPa, 1. a.Ledgem shall be flashed in accordance with Section R703.8 to prevent water from contactt ng the house band joist. b.Snow load shall not be assumed to act concurrently with live load. �� '• c.The tip of the lag screw shall fully extend beyond the inside face of the band joist. Q d.Sheathing shall be wood structural panel or solid sawn lumber. Q e. Sheathing shall be permitted to be wood stracturai panel,gypsum board,fiberboard,lumber or foam sheathing.Up to'/,-inch thickness of stacked washers T` 1 shall be permitted to substitute for up to t!,inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. J 20 EXT. P.T. WOOD RAILING (TYP) \ Pp1N� R� `UP.TQl.15 VTA.a R FA3`TENr:;S jM GOVT. ALW. GAUNTER FLASHING AT 3X3 �RA(�KET EXISTING 5/A" DECKING MATERIAL. LEDGER �oARD0-7 0 " °lnl x e• GlTtiCf SIiA1L fCl1; T I,E S.'S°x".11 TCA 214 10 BE F1)1 E TO 4.S'IF LAO€CRM's USE "xh'" kXT. P.T. WOOD RASING LAG 130LT LEDGER W/ (2) 3/S"� x �} I/2„ a. 'x•1;1* t t z t REL U0 TO l t•r t,-Pas lr F RE tl� T£1TMYcTt1I tJks.t,"f; ilk TO ATTACH 2 X 8 LES 111'ZS TO 2�8 P05T }ACTED TO RIM JOIST 156LT6 ® 16" 0L. � SAND XNSTS, MAR 7 2011-9 tA95 V',R FNY 0R FOLT 14'WN EXISTING 5/4 FA561A WARP RESIDENCE ivv V I inch mm' (2) I/2„o EXPANlt'l�i;JlhE►1�#17.�.1{i� PLACEMENT ENT OF LAG"PEWS AND BOLTS IN LERG ERS EXISTING 2x8 LEDGER LAG Pa-TW TO � MAC D O N A LD RESIDENCE RIM JOIST. EXTERIOR SHEATHING GALVANIZED STEEL JOIST RANGER AT EXISTING STUD AmIALL ry EXISTING 4"x8" P.T. GIRDER EA(H Fd, TYP ANGFtORED r0 P05T5 EXISTING 2x EMD JOIST ;I 855 LUPTON'S POINT ROAD =� o• OR ENGINEERED RIM BOARD � 57 MATTITUCK, NY CMU BASEMENT •0. Ni- NEW A!'4' P.T. P05T ANGIIORED TO FOOTING W/ EALV 51EE1- DOL” BASE °. "MIN. ii � � "DECK JOIST TITLE: V044 W/ (2) 5/g' DIA ANCHOR t6LTS, eAp %. T�{� I�' 1_%-,MIN. , 1, 4 f LAG S C R TOJS0R BGLT-0-> SECTION AND DETAILS —III °... 1�I�f IF ° 4000 PSI PG. FOOTING. SEE FOUNDATION II=1 °: ' a FLOOR FFtAVIING � c� � � .- DATE: 11/06/18 —III - .' Z7 JOIST HANGER SCROLL CUT DIA PLAN I II I 1=11 1,Ell�I Ill- PROJECT NO: BRACE 2 TON SOIL 60MPAGTED TO 95% MODIFIED - I 1f1 I —III-I I1= FOUNDATION �TING � � f� WALL DRAWN BY: PG III-III=I II I-III PRocroR DRY DCHECKED BY: NM DENSITY. coNTRAGroR _Ill=.1 SI-IE1Ll- REPORT TO ARMITEGT IN WRITING IF 5015 SOIL 60NDITIONS PO NOF MEET TaonrST: l ire h_`i.4 tram. SCALE: AS NOTED TI1E5E SPWIGATIONS FtGUI iE F1507,21(2) PLACE>r1ENT OF LAG SCREWS AND BOLTS IN BAND JOISTS DRAWING NO: DECORATIVE BRACKET DETAIL DECK FRAMING DETAIL LEDGER FRAMING REFERENCESAm 6 0 2CALE: 1 -1 2"=1 '-0" 3 SCALE: 1 "=1 '-0" SCALE: N.T.S. S / tea, .a. � ��•�'/w��y ��."H :C; rp C 1 .ate,- '�" ..�w �`b;�� , ,,��q •{/� � ,, / •11�r � 8tr_3'.L � � •� �� rV law Al �:.,f� 4 •\�M�� -��is �i�� .�.�! '� :. ;,u� � ' y� WA q IW w', :w \1� �.4�► f OFF '�,�'---ti� ►n. _ .i5, ''��. �1 mac.. ��7�-'� (:yrs.. '`,Y��, i ,i• ��•. —, - � •'*' ��i,� i„^r .d►R,. .(i. -• � :��rF `ice .. � `�' �r y - AN Afflaxi ARM MW �C N . F.> i `}� ••�� T � 4.. 1”. � it _ - Al Ad Nk -moa .r :.. '•'�"" � r � �-�• -. err,� �-: _ 1 � ' :�,f rk� r.r.-'rv�,� � may, rFw _ f�-� ; `�-i •a�i'�: � �. ��y,.,.,��+�y. � _ y /.T'"y Fes, -- t V t.• t♦= Jt y.ol- r F �•y.� y{y„� l' ` �1� Y tjy ,�� 3--4T M'v �F r{ t� ;• is S. : V r � - y. a • 1 1 1a�p r I A..l Michael J. Domino, Pr µ �t SUFFO(�CO - Town Hall Annex John M. Bredemeyer III,Vice=President 0- 543'5 Route 25 Glenn Goldsmith y P.O.Box 1179 Ze A.Nicholas Krupski Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Y/Zo/19 2,20 Completed in field by: NEIL & AMELIA MacDONALD request a Wetland Permit for the existing two-story, 26'x26' dwelling with one-story 14'3"x15'5-1/2" addition with a 2'x9.5' bay window, two-story 20'x20' west addition with 9'x4' bump-out, and 4'x8' front stoop; existing 22.3'x22.2' garage with 5'x20' breezeway to dwelling; existing 12'11-1/2"x9'1/2" deck with steps to ground on the seaward side of dwelling to be reduced in size to be approximately 12'11-1/2"x9'1/2" with steps to ground approximately 3'10" wide by 5'0" long, and replace the hand railing; existing on-grade 20'x10' (irregular) patio on seaward side of dwelling; existing front brick walk and gravel driveway on-grade landward of dwelling; install a 1'6"x18'8-1/2" cantilevered bay window on north side of dwelling. Located: 855 Luptons Point Road, Mattituck. SCTM# 1000-115-11-5 Y i CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or.OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 ✓ Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment '� Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: AAA I,,o:y bale—S ►no �✓i-t�,s1 PrXtS7tf;lq �oo�pToCl� I have read & acknowledged the foregoing Trustees comments: Agent/Owner: / Present were: J. Bredemeyer ✓ M. Domino ✓ G. Goldsmith N. Krupski �/ G. Williams Other �' 111 •f r _ r f - 1 {`�T' • - I�� .u�t�4� . 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Main Rd. &Youngs Ave.) rs� Southold, NY 11971 �Q Tel 631 765-1938 Fax: 631 765-3136 l�C0UT8,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: April 10, 2019 ' Re: LWRP Coastal Consistency Review for NEIL&AMELIA MacDONALD SCTM# 1000-115-11-5 NEIL & AMELIA MacDONALD request a Wetland Permit for the existing two-story, 26'x26' dwelling with one-story 14'3"x15'5-1/2" addition with a 2'x9.5' bay window, two-story 20'x20' west addition with 9'x4' bump-out, and 4'x8' front stoop; existing 22.3'x22.2' garage with 5'x20' breezeway to dwelling; existing 12'11-1/2"x9'1/2" deck with steps to ground on the seaward side of dwelling to be reduced in size to be approximately 12'11-1/2"x9'1/2" with steps to ground approximately 3'10" wide by 5'0" long, and replace the hand railing; existing on-grade 20'x10' (irregular) patio on seaward side of dwelling; existing front brick walk and gravel driveway on-grade landward of dwelling; install a 1'6"x18'8-1/2" cantilevered bay window on north side of dwelling. Located: 855 Luptons Point Road, Mattituck. SCTM# 1000-115-11-5 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, the proposed action is recommended as INCONSISTENT with the LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. A Wetland Permit for the structures was not found within Town Records. In the event the action is approved; to further Policy 6 the following is recommended: 1. Establish a vegetated, non-turf buffer that includes existing vegetation landward of the tidal wetland. . Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney 7 OgUFFQ�,� Peter Young,Chairman H -� Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 ��/0� T Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Mon., April 15, 2019 the following recommendation was made: Moved by Peter Meeker, seconded by James Abbott, it was RESOLVED to SUPPORT the application of NEIL & AMELIA MACDONALD for interior alterations and window replacement, including new bay window, and for the legalization of house, additions, deck and garage all built prior to Board of Trustees jurisdiction. Located: 855 Lupton's Point Rd., Mattituck. SCTM#115-11-5 Inspected by: Peter Meeker, James Abbott, Carol Brown The CAC Supports the application with gutters, leaders and drywells to contain roof run- off. Vote of Council: Ayes: All Motion Carried i Michael J. Domino, President o�ps�FFo��oGy Town Hall Annex John M. Bredemeyer, III, Vice-President 54375 Route 25 Glenn Goldsmith N P.O. Box 1179 A Nichu� pski y • o Southold, NY 11971 -1., Greg' ►ams ��l , c 'ia Telephone (631) 765-1892 Fax (631) 765-6641 FEB 1 3 2019 a.__ SOUTHOLD TOWN BOARD OF TRUSTEES T. TO: SOUTHOLD TOWN BUILDING DEPARTMENT RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQUIREMENTS SCTM#: Property Owner Name: ihAr— Wt At D Date Sent to Bldg. Dept: Z'g'I9 The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated' below: YES NO Will the proposed project require a Building Permit? 7 Will the proposed project require a variance determination from the Zoning Board of Appeals? - Z Will any part of this application be considered a Demolition as described under Town Code? I COMMENTS: De-� CC VI S— d eSc-nAim /VA Aj t, llji� % S nature of Reviewer Date Cantrell, Elizabeth From: Neil Macdonald <Neil.Macdonald@wfcaia.com> Sent: Wednesday, March 27, 2019 1:57 PM To: Cantrell, Elizabeth Subject: RE:Application for 855 Luptons Point Road, Mattituck Elizabeth, To further clarify below,we are proposing to cut back the existing deck slightly in order conform to the required 15' side yard setback as shown below: e b�Jh V .&.9Jr WK A ZK AiRe, *� PORrm a, I r�(7 l iii I V I I I I V I I I I N We then propose replacing the handrail and steps to ground on the shortened side per the plan below. Note that the steps to ground are considered by the town to be a permitted side yard encroachment.The reduced size of the deck will be approximately 12'-11%2" x 9'-0%2"with steps to ground measuring approximately 3'-10" W x 5'-0" L. 1 1 EW C-UAR> f�.,AILINO r`O n � waw P°l �I;rS 70 4.,�N INSTALL 1�l'V' 4" PIA. STEEL AV FL.ATE Aw 6"Xiid"a w rw 6 VI-ATE (T-YF ref; 2) INS'TN.L NDN cai.A.R res TO f-Xl6rIN6 f flz-n R15, W r0l' R-ArE. {tY' OF 7.) � II If you have any questions, or if I may be of any further assistance, please do not hesitate to contact me. Kind Regards, Neil MacDonald AIA, LEED AP I Managing Partner WFC Architects, 12-1,Technology Dr, East Setauket, NY 11733 p:631.689.8450 x115 I c:516.658.0453 I neil.macdonald@wfcaia.com From: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Wednesday, March 27, 2019 12:26 PM To: Neil Macdonald <Neil.Macdonald @wfcaia.com> Subject:Application for 855 Luptons Point Road, Mattituck Good Afternoon Mr. MacDonald, As per our phone conversation, please provide me with the proposed deck modification information including dimensions of deck and steps to ground at your earliest convenience in order to continue moving forward with your application. If you have any questions, please do not hesitate to contact me. Sincerely, 56"& Senior Clerk Typist Town of Southold 2 Michael J. Domino,, President �p�oSUFFO��.019 Town Hall Annex John M. Bredemeyer, III, Vice-Presidento 54.375 Route 25 Glenn Goldsmith N A= P.O. Box 1,179 A Nicholas Krupski y • Southold, NY 11971 Greg.Williams 'ol , map Telephone (631,) 765-1892 Fax (631) 765-6641 FD 4u SOUTHOLD TOWN BOARD OF TRUSTEES MAR -7 2019 ,TO:,,. ,SOUTHQLWOWN BUILDING DEPARTMENT RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQUIREMENTS Property Owner Name: tkAG D49A44iD Date Sent to Bldg. Dept: 3,-7, IR The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES NO Will the proposed project require a,Building Permit? Will the proposed project require a variance determination from the Zoning Board of Appeals? Will any part of this application be considered a Demolition as described underTown Code? COMMENTS: i nat re of RITiewer Date Michael J.Domino,President �� Town Hall Annex John M.Bredemeyer III,Vice-President ` 54375 Route 25 P.O.Box 1179 Glenn Goldsmith 4 ®r- Southold,New York 11971 y A.Nicholas Krupski - �;, Telephone(631) 765-1892 Greg WilliamsI�CoU a Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For O.ffke_7se_On1y __.-.__.- oastal Erosion Permit Application Wetland Permit Application Administrative Permit MAR - 7 2019 Amendment/Transfer/Extenion Received Application: 7.1 q Received Fee: $. 250 DD /Completed Application: Ti II _- Incomplete: SEQRA Classification: Type I Type 11 Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: _7� Coordination:(date sent): Y _LWRP Consistency Assessment Fo Sent: CAC Referral Sent: 3,it .� Date of Inspection: Ycffi'l Receipt of CAC Report: Technical Review: Public Hearing Held: . - Resolution: Owner(s) Legal Name of Property(as shown on Deed): Neil and Amelia MacDonald Mailing Address: 15 Blueberry Ridge Rd. Setauket NY 11733 Phone Number: (516) 658-0453 Suffolk County Tax Map Number: 1000- 115-11-5 Property Location: 855 Lupton' s Point Road, Mattituck, NY 11952 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT (If applicable): Same Mailing Address: Phone Number: cc Board of Trustees App cation GENERAL DATA Land Area(in square feet): 15, 140 Area Zoning: R-40 Previous use of property: Single Family Residence Intended use ofropertY� Single Family Residence p - Covenants and Restrictions on property? Yes X No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes X No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No t Does the structure (s) on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date Trustees (#1728) 10/26/83 - Dock, ramp and floats Building (Z7545) 03/02/77 - Addition C of O Building (Z-19036) 05/09/90 - Garage C of O Building (Z 432) 11/25/59 - House C of O No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes,provide explanation: Project Description(use attachments if necessary): Interior alterations and window replacement, including new bay window. * Also request legalization of house, additions, deck and garage all built prior to Board of Trustees jurisdiction. • lir r»� I i 'fig[- �� C-A (1-hc>r1 b 715 TWx 7�� .e [SAV -io �c t—"or i Z-1�(��r,/9/90 ST�q FLY zin U2 �p 1 1 tj 4 &i f � i t - i �ifini rj Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Remodel and update. Area of wetlands on lot: 803 square feet Percent coverage of lot: 12 . 35 Closest distance between nearest existing structure and upland edge of wetlands: 75 feet Closest distance between nearest proposed structure and upland edge of wetlands: 7S feet Does the project involve excavation or filling? X No Yes If yes, how much material will be excavated? n/a cubic yards How much material will be filled? n/a cubic yards Depth of which material will be removed or deposited: n/a feet Proposed slope throughout the area of operations: n/a Manner in which material will be removed or deposited: n/a Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): No effect . of 617.20 Appendix B Short Environmental Assessment Form Instructions for Comnlethm Part I -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 I 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: MacDonald Residence Project Location(describe,and attach a location map): 855 Lupton' s Point Road, Mattituck, NY Brief Description of Proposed Action: Interior alterations and window replacement including new bay window. Name of Applicant or Sponsor: Telephone: (516) 6.58-04-53 Neil and Amelia MacDonald Ei�PYI .macdonald@wfcaia. co Address: 15 Blueberry Ridge Road City/PO: State: Zip Code: Setauket NY 11733 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 a F may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 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: ITI ❑ 3.a.Total acreage of the site of the proposed action? 0 . 3S acres b.Total acreage to be physically disturbed? 0 _acres c.Total acreage(project site and any contiguous properties)owned 0 . 3 5 or controlled by the applicant or project sponsor? - acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban [:]Rural(non-agriculture) ❑Industrial [:]Commercial (NResidential(suburban) ❑Forest ❑Agriculture El Aquatic ❑Other(specify): ❑Parkland Page I of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ 121-11 ❑ b Consistent with the adopted comps ehensive plan? El ® D 6. is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ a 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: ❑ 0 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES a ❑ b.Are public transportation service(s)available at or near the site of the proposed action? Fx ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? [K] El 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: ❑ 1 10. 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: existing ❑ a 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: existing ❑ 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? 11 a ❑ 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? ❑ a- 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: ®Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional Wetland ❑Urban ❑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? � F-1 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, 17-71 ❑ 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 [—]YES Page 2 of 4 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: a ❑ 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: El ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Neil MacDonald Date:-02/07/19 Signature: 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 action9" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning F-1regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? Fl F]3. Will the proposed action impair the character or quality of the existing community? F1 ❑ 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 El 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 El'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? 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)? LJ Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Wil I the proposed action result in an increase in the potential for erosion,flooding or drainage [:1problems? [�4 11. Will the proposed action create a hazard to environmental resources or human health? El 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. Check 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 impact . Town of Southold-Board of Trustees �f 1.7 �, Name of Lead Agency Date Michael J. Domino President Print or Type Na a of Response Officer in Lead Agency Title of Responsible Officer Signature of RespcAsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees Application AFFIDAVIT Neil and Amelia MacDonald BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION ' AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Prop y Own Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF/�£(3,�'U% oQ y ,20 MARY JO l ETO NOTARY P T JC STATE OF NEW YORK OLIAD _D IN SUFrOLK COUNTY REG #OATE6095194 Notary Public NIY C;-)`4M EXPIRES G-27-20 • E i APPLICANT/AGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURF,,,FORM 4 The Town of Southold'§Code of Ethics nroliibits'coniukts of nterest-on the nart'of town officers and•emoloyees.'1'Ife riumose of' I this t6r6 is to Provide inforination which- alert the-town of possible conFlicts af,intcrest and allow it to take whatever action is; ` tiecessaa toavoi'd:Same. YOURNAME: Neil MacDonald__- 4 (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other # person's or company's name.) NAME OF APPLICATION: (Check all that apply.) ' I Tax grievance Building Variance Trustee -X- Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning { Other t (If"Other-,name the activity.) i Do you personally(or through your company,sspouse,sibling,parent,,or;ehild)7tave;a reLitionship with any officenor,cingl`o`yee of the Town o f Southbld? "Relationship"includes-by blood,marriage,oebusiness interest:,"Business interest"means a business, g including a partnership,in which the towii,officer or•.emplgyee tins eyi;ri b partial ownership oQQr umn loyingq by),e corporation, in which the town officer or employec�•owns,morg than,S%o of the shares. YES NO X " - F If you answered"YES",complete the balance of this form and date and sign where indicated. i Name of person employed by the Town of Southold Title or position of that person- , t Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. F 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,tlib- pplicant (when the applicant is a corporation);, B)the legal or beneficial owner of any_interest in a_non-corporate entity(when the s' applicant is not a.corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP I - - i Submitted this 6 thday of March 4 00 2001 19 Signature- Print Name,Nei - Form TS 1 4 f I a APPLICANUAGENUREPRESENTATIVE i TRANSACTIONAL-DISCLOSURF,,,FORM - The Town of Soiithald's Code of Ethics pr6liibits ecinflicts of interest on'the'part diown ofticers,and emtiloyees.The dnrtiose 6f" liis'form is to„pravide infarination-wliieh�can•alert-the town afpossible"`c6nflidts°of inteiestand allow'it to'take=w}iatcver=action is; { necessmbt to avoid.samc. ` " k YOURNAME: Amelia MacDonald ; (Last name,first name,.rpiddle initial,unless you are applying�iit.the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) " i 6 ' NAME OF APPLICATION: (Check all that apply.) t Tax grievance Building t Variance Trustee X_' s Change of Zone :_ Coastal Erosion Approval of plat - - Mooring Exemption from plat or official map Planning Other (If"Other-,name the activity.) Do you perstirially(or through yauf,company,#ouse,sibling,parent,or,'child)hate a:relationshipaviUt,wiy officer;gr•.cinpl ty'.ei i of the Town of%uthoid? "Relationsliip"includes by blood,,inarnagc,or.btisiness'anterest,"Business.interest",liicans p biisincss; y including a partnership,in which the toiaii iifGccr or employee has,ey%n 5 plirllai'owtttrrsliip;of(or!4tnPlpyttten%liy):a corporation. in which the town officer or employec,owM,more that-3%,of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold { Title or position of that person _ Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee:Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): v A)the owner of greater than<5%Uf the shniis of the'coipdi afc stock of tlte`npplicont ¢ (when the applicant is a cor_ii" tion);; B)the legal'orbenefibial otiyner of any interest in a no corporate entity,(wtier►the applicant is nota°corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONS141P i - ; J Submittedthisthday of Ma ch 200C 19 1 S`igtiaiure___ Print Name-Amelia_M cDonald Form TS l r i rGr�� Michael J. Donr :'President Town Hall Amex John M Bredemeyer 111,Vice-President �y��0 G� 54375 Route 25 Glenn Goldsmith o y' P O. Box 1179 A.Nicholas Krupski %�b ® Southold,NY 11971 Greg Williams �� p�� Telephone(631)765-1892 P � '� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of NEIL & AMELIA MacDONALD COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING THIS FORM IS TO RE COMPLETED AFTER POSTING REMAINS IN PLACE FOR A T LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE "AjLb� ,residing at/dba �Uyeasr 1� ` 11 735 being duly sworn, dep se and say: That on the µday of AfLF,t t— , 201.9, I personally posted the property known as $55 LUPT®N's l::�P)Axry F-P. MAMj-v!- 4-K 115P'52 by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, April 17, 2019. Dated: (signature) Sworn to b 40re me this f�da of _ MAR`(JO TETO NOTARY P"C!C STATE OF NEW YORK --D IN SUFrOLK COUNTY REG %01TE6035194 Notary Public s tnY c :14m EXPIRES 12-27-20 i PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: 755 GUPr®N S 1�atX17" . -��t- , `1 t1.5952 Ilk I+ STATE OF NEW YORK COUNTY OF'SUFFOLK }• lL N�a��i k4L�_, residing at (05 BLULbLv6zGW P-1t7l. & JenaM,KW, 117 33 , being duly sworn,deposes and says that on the Stu day of AtE)r�t t_ ; 20 ( ,9, deponent mailed a-true copy of the Notice set forth in the Board'of Trustees Application,directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at -S.v!= t-tA v L b 1 W-... that said Notices were mailed to each of s sons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to)3pfore me this Day of 4 20� MARY JO TETO S� / NOTARY F '- IN STATE KNEW YORK (]VCU' _J IN SUFrOLK COUNTY "-t REG ±, 01TE6035194 MY C :iAM EXPIRES 12-27-20 N, tart'Public STATE OF NEW YORK 2 0 1 8 F I N A L A S S E S S M E N T R 0 L L PAGE 3246 COUNTY - Suffolk T A X A B L E SECTION OF THE ROLL - 1 VALUATION DATE-JUL O1, 2017 TOWN - Southold TAXABLE STATUS DATE-MAR O1, 2018 SWIS - 473889 TAX MAP NUMBER SEQUENCE UNIFORMM PERCENT OF VALUE IS 000.94 TAX MAP PARCEL NUMBER PROPERTY LOCATION G CLASS ASSESSMENT EXEMPTION CODE-----------------COUNTY--------TOWN------SCHOOL CURRENT OWNERS NAME SCHOOL DISTRICT LAND TAX DESCRIPTION TAXABLE VALUE CURRENT OWNERS ADDRESS PARCEL SIZE/GRID COORD TOTAL SPECIAL DISTRICTS ACCOUNT NO. 759 Lupton Pt Rd 14 Z10 I Family Res - WTa2_'NT COUNTY TAXABLE VALUE 13,000 Ra=F_.'a Dokeank Mattituck Schoo 473812-99 1,300 TO'rtti TAXABLE VALUE 13,000 II25ka Paulen ACRES 0.52 BANK 115114 13,000 SCHOOL T.AXABL£ VALUE 13,000 rtangmac = EAST-2409612 ,,RTH-0282074 F13030 Mattituck FD 13,000 TO DEED BOOK 12914 PG-558 PK071 Mattituck Park r 1$,000 TO FULL MARKET W-LUE 1382,979 SWO11 Solid Waste District 13,000 TO WW020 Waste Water District 13,000 TO 215.-11-5 ***r*>+»Y+»++rr# 855 Lupton Pt Rd 14 115.-11-5 210 1 Family Res - WTRFNT VETERANS 41101 0 4,900 4,900 0 Kreiling Fmy 2007 Iry Tr Mattituck Schoo 473812-99 1,200 VET COM S 41134 0 0 0 202 PO Box 757 ACRES 0.50 7,400 AGED-ALL 41800 0 1,250 1,250 3,599 Mattituck, NY 11952 EAST-2409721 NRTH-0282052 ENP STAR 41834 0 0 0 1,160 DEED BOOK 12523 PG-612 COUNTY TAXABLE VALUE 1,250 FULL MARKET VALUE 787,234 Taem TAXABLE VALUE 1,250 SCHOOL TAXABLE VALUE 2,439 FD020 Mattituck FD 7,400 TO PK011 Mattituck Park 7,400 TO SR011 Solid Waste District 7,400 TO W71020 Waste Water District 7,400 TO 955 Lupton Pt Rd 14 210 1 Family Res - V,TRFNT COUNTY TAXABLE VALUE 5,900 PawQ1Z-3eearee= $,q /y Mattituck Schoo 473812-99 2,000 TOA7N TAXABLE VALUE 5,900 ACRES 0.40 5,900 SCHOOL TAXABLE VALUE 5,900 I5=52 1Olat"St ^z EAST-2409838 NRTH-0282069 FD030 Mattituck FC 5,900 TO DEED BOOK 11999 PG-326 PK071 Mattituck Park 5,900 TO FULL MARKET VALUE 627,660 SWD11 Solid Waste District 5,900 TO WW020 Waste Water District 5,900 TO 1105 Lupton Pt Rd 14 IIS.-11-7 - 210 1 Family Res - Y7TRFNT COUNTY TAXABLE VALUE 7,200 Bavaro Peter F Mattituck Schon 473812-99 2,200 Towii TAXABLE VALUE 7,200 Bavaro Annette M ACRES 0.40 7,200 SCHOOL TAXABLE VALUE 7,200 12 Meadow Ln EAST-2409983 NRTH-0282096 FD020 Mattituck FD 7,200 TO Huntington, NY 11743 DEED BOOK 12382 PG-105 PK071 Mattituck Park 7,200 TO FULL MARKET VALUE 765,957 SWO11 Solid Waste District 7,200 TD W'4020 Waste Water District 7,200 TO J STATE OF NEW YORK 2 0 1 8 F I N A L A S S E S S X R N T R 0 L L PAGE 3248 COUIrrY - Suffolk 7 A X A B L E SECTION OF THE ROLL VALUATION DATE-JUL 01, 2017 TOWN - Southold TAXABLE STATUS DATE-MAR 01, 2018 SWIS - 473889 TAX MAP NUI-IBER SEQUENCE UNIFORM PERCENT OF VALUE IS 000.94 TAX MAP PARCEL NUMBER PROPERTY LOCATION 4 CLASS ASSESSbIE%T EXEMPTION CODE------------------COUNTY-- -SCHOOL CURRENT OWNERS NAME SCHOOL DISTRICT LAND TAX DESCRIPTION TAXABLE VALUE CURRENT OWNERS ADDRESS PARCEL SIZE/GRID COORD TOTAL SPECIAL DISTRICTS ACCOUNT NO. 115-11-13 1150 Lupton Pt Rd 14 210 1 Family Res - 1.9T4tFNT ENH STAR 41834 0 0 0 1,160 Quina Catherine Mattituck Schoo 473212-99 1,600 COUNTY TAXABLE VALUE 7,200 1150 Lupton Pt Rd ACRES 0.50 -1,200 TCM TAXABLE VALUE 7,200 Mattituck, NY 11952 EAST-2410052 NRTH-0291917 SCHOOL TAXABLE VALUE 6,040 DEED BOOK 11948 PG-103 FD430 Mattituck FD 1,200 TO FULL MARKET VALUE 765,957 PK071 Mattituck Park 7,200 TO Swall Solid Waste District 1,200 TO 1*1020 Waste Water D--strict 7,200 TO 115.-11-14 1050 Lupton Pt Rd 14 115-i1-14 210 1 Family Res - ?,TRFNT ENH STAR 41834 0 0 0 1,160 Barker Fara 2011 Irr Trt Mattituck Schoo 472812-99 1,600 COUNTY TAXABLE VALUE 2,900 1D50 Lupton P.t Rd ACRES 0-50 4,900 TOWN TAXABLE VALUE 4,900 20 Box 1452 EAST-2409937 URTA-0281893 SCHOOL TAXABLE VALUE 3,740 Mattituck, NY 11952 GEED BOOK 12659 PG-986 FDO30 Mattituck FD 4,900 To - FULL MARKET 'v`ALUZ 521,277 PKD')l Zfattltuck Park 4,900 To SWO11 Solid Waste District 4,900 TO NW020 Waste Water District 4,900 TO 950 Lupton Pt Rd 14 125.-il-15 210 1 Family Res - WTR:-NT COUNTY TAXABLE VALUE 8,300 Brand Living Trust mattituck Schoo 473812-99 1,600 TO= TAXABLE VALUE 8,200 1138 Duane St Apt 3N ACRES 0.50 BANK 11iG68 8,300 SCHOOL TAXABLE VALUE 8'3o0 Nc-4 York, NY 10033 EAST-2409860 NRT3-0281885 FDO30 Mattituck FD 8,300 To DEED BOOK 12900 Pa-710 PX071 Mattituck Park 8,300 TO FULL MARKET 1PALUE $82,979 SW011 Solid Waste District 8,300 To NW020 rklaete Water District 8,300 TO 850 Lupton Pt Rd 14 j15'_OZj'_zjif -, 210 1 Family Res - VjTRFNT COUNTY TAXABLE VALUE 9,700 - to^e l:Scott Mattituck Schoo 473812-99 1,600 TOWN TAXABLE VALUE 9,700 ACRES 0.50 BANK WF SCHOOL TAXABLE VALUE 9,700 EAST-2409754 URTH-0282562 FDO30 Mattituck FD 9,700 TO A DEED BOOK 12805 PG-432 PH071 Mattituck Park 9,700 TO FULL VARKET VALUE 1031,915 SW011 Solid liazte District 9,700 TO NW020 Waste Water District 9,700 TO ru Cc) ru CAP!Mi z4 E� U S ru FPN, , -n HOW� iE X ru • H Nil-, 1) ru Certified Mail Fee $3.50 0971 u -=I 0- t • .r 02 0971 Ln .-nj certified Mail Fee $3.50 02 Cb $ add fee ate) Extra services&Fee Icha Ox- W.P Ln $ ate) Return Receipt(Oh OPY) $ postmark it 0 C3 Return Receipt lejectrrorill $ cE3 Extra Services&Fees(check add fee4V VV Here 0 Return Receipt(hardcOPY) $ Postmark 1:3 Certified Mail Restricted Delivery $ $ I= ❑Adult Signature Required -00 C-3 n Return Receipt(electronic) a ri C:3 trod $ $101- C3 []certaied Mail Restricted Deli $ Adult Signature Restricted Delivery Q $ _3 F1 Adult Signature Required r-3 0 Adult Signature Restricted Delivery Postage CO $ $0.55 04/09/2019- i C3 Postage $0.55 -0 Total postage and s- - I I 4 Vt.085 CO $ C3 _a Total postage and v9s.85 11:13 $ t TO ?)well ------------------------------------------ M - ----------- CO nt ---- o 1 0 r T ------------------------------------------------- --------------------------- 114 S I----ff -- -- --------------------- -----t--N-----o-r-VUBOX 0. Ctate,ZIP+4 3 C)16 AIV -------- Z7 ------------------------------------------ ------------------ ------P Z1 +,at in D M ru 1, i A ik -.71 ru Certified Mail Fee $3.1,910 02 ,rq 1) Ln sadd feew.p mate) =0 Extra Services ees(checkOx, A []Return Receipt c Y) $ postmark E:3 []ReturnReceipt(ate 1c) $ fl flfl Here C3 [03 certified Mail Restncted Delivery 0 [3 Adult Signature Required $ 1--3 El Adult Signature Restricted Delivery$ C3 Postage $0 04/09/2019, CIO $ _a Total postage and 9, C3 $ COGG SY ------------------ --------------------------- ra nd Pt C-3 -------WCT,CW 0 10, --------------------------- -----------d",---------------------- Olty,State,ZIP+4® IX25-01 i PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS n n 1 1 Name: i STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 2C , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at , that said Notices were mailed to each of said persons by �I CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this Day of , 20 i Notary Public .f NUTILL: Uim Ht: ARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNERS) OF RECORD: NEIL & AMELIA MacDONALD SUBJECT OF PUBLIC HEARING : For a Wetland Permit for the existing two-story, 26'x26' dwelling with one-story 14'3"x15'5-1/2" addition with a 2'x9.5' bay window, two-story 20'x20' west addition with 9'x4' bump-out, and 4'x8' front stoop; existing 22.3'x22.2' garage with 5'x20' breezeway to dwelling; existing 12'11-1/2"x9'1/2" deck with steps to ground on the seaward side of dwelling to be reduced in size to be approximately 12'11 -1/2"x9'1/2" with steps to ground approximately 3'10" wide by 5'0" long, and replace the hand railing; existing on-grade 20'x10' (irregular) patio on seaward side of dwelling; existing front brick walk and gravel driveway on-grade landward of dwelling; install a 1 '6"x18'8-1/2" cantilevered bay window on north side of dwelling. Located: 855 Luptons Point Road, Mattituck. SCTM# 1000- 115-11 -5 TIME & DATE OF PUBLIC HEARING : Wednesday, April 17, 2019 — at or about 5 :30P. M . If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 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" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. 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 libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 115 - 11 - 5 PROJECT NAME MacDonald Residence The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. 0 Board of Trustees 1_I 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: 0 Nature and extent of action: Interior alterations and window replacement including new bay window. * Also request legalization of house, additions, deck and garage all built prior to Board of Trustees jurisdiction. Location of action: 855 Lupton' s Point Road, Mattituck, NY Site acreage: 0 . 3 5 Presentlanduse: Single Family Residence 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: Neil MacDonald (b) Mailingaddress: 15 Blueberry Ridge Road, Setauket, NY 11733 (c) Telephone number: Area Code( ) (516) 658-0453 (d) Application number,if any: Will the action be directly undertaken,/require funding, or approval by a state or federal agency? Yes ❑ No[K] If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each,policy. Incomplete answers will require that the form be returned for completion. 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. 0 Yes ❑ No ❑ Not Applicable 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 ❑ Yes ❑ No ❑X Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria ❑ Yes ❑ No x❑ Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable 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. Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LVVRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LVVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LVVRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YesEl No❑ Not Applicable Attach additional sheets if necessary of WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III-Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable 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 ❑ No Not Applicable 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. F] Yes F-1No0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III-Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No X❑ Not Applicable PREPARED BY TITLE DATE 3 Jul i1 i i1 TJ I` MAR ' 7 MIS I E I T E C T S Q:+4;:^ 77;n Partners _ Steven R.Sammero,AlALI-ED AP March 6,2019 - Ned A MacDonald,AM:LEED AP Eldon W Smith,AM Robert F Heymach,AM Partners,Emeritus Welham F Collins,AIA Thomas R.Turkel,AIA Board of Trustees Senior Associate Town of Southold Christopher Crans,AM,NCARB Town Hall Annex Associate 54375 Route 25 William S Bmdy,AIA,LEFD APS P.O.Box 1179 Southold, NY 11971 Re: Application for Administrative Wetland Permit MacDonald Residence Interior Alterations and Window Replacement 855 Lupton's Point Road Mattituck, NY 11952 SUM#1000-115-11-5 Dear Members of the Board, Attached for your consideration,please find one original and one copy of the revised application packet and 3 original signed and sealed sets of revised plans replacing materials previously submitted on February 6,2019.Our application is presently scheduled to be heard at the April 17, 2019 hearing. We respectfully request to amend our prior request for administrative review of the proposed window replacement including one new cantilevered box bay window to also include the legalization of the existing house,additions,deck and garage as it has come to our attention that these structures predated the Board of Trustees jurisdiction. I have also included a check for the amended fee,as well as documents describing the prior approvals and Town of Southold permits on the site. Please note that the interior alterations that are also depicted in the plans are currently permitted under Town of Southold Building Permit Number 43224. Should you have any questions or require any additional information,please do not hesitate to contact me at(516)658-0453 or via email at neil.macdonald@wfcaia.com. Thank you advance for your assistance in this matter. Kind Regards, Neil MacDonald,AIA LEED AP A 2-1 TECHNOLOGY DRIVE EAST SETAUKET,NY 1 1733 PH.631-689-8450 FAX 631-689-8459 WWW.WFCAIA.COM SOF SOU Michael J.Domino,President �� /y®l® , Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �©`� Telephone(631)765-1892 Greg Williams ��'•C®Uq� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application p ,p ,i-„ !T Wetland Permit Application QQ �;�,a2o II Administrative Permit (/��``o”` 'S " 6�n /� FEB s 7 SO Amendment/Transfer/Extensions Received Application: 9 7•�"1 L Received Fee: $ 100-CO E `cjT1 Completed Application: 2� Beard cf T,r ;F.-n; Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: �/Coordination:(date sent): 34,lq LWRP Consistency Assessment Form Sent: CAC Referral Sent: Date of Inspection: I21 1 If Receipt of CAC Report: Technical Review: Public Hearing Held: Resolution: Owner(s)Legal Name of Property (as shown on Deed): Neil and Amelia MacDonald Mailing Address: 15 Blueberry Ridge Rd. Setauket, NY 11733 Phone Number: (516) 658-0453 Suffolk County Tax Map Number: 1000 - 115-11-5 Property Location: 855 Lupton' s Point Road, Mattituck, NY 11952 (If necessary,provide LILCO Pole#,distance to cross streets,and location) AGENT(If applicable): Same Mailing Address: Phone Number: Board of Trustees Application GENERAL DATA Land Area(in square feet): 15, 140 Area Zoning: R-4 0 Previous use of property: Single Family Residence Intended use of property: Single Family Residence Covenants and Restrictions on property? Yes X No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure(s) on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date Trustees (#1728) 10/26/83 - Dock, ramp and floats Building (Z7545) 03/02/77 - Addition C of 0 Butldtng - 05/09/90 - Garage C of 0 Building (Z 432) 11/25/59 - House C of O No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description(use attachments if necessary): Interior alterations and window replacement, including new bay window. Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATI®N DATA Purpose of the proposed operations: Remodel and update. Area of wetlands on lot: 803 square feet Percent coverage of lot: 12 .35 Closest distance between nearest existing structure and upland edge of wetlands: 75 feet Closest distance between nearest proposed structure and upland edge of wetlands: 75 feet Does the project involve excavation or filling? X No Yes If yes, how much material will be excavated? n/a cubic yards How much material will be filled? n/a cubic yards Depth of which material will be removed or deposited: n/a feet Proposed slope throughout the area of operations: n/a Manner in which material will be removed or deposited: n/a Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations(use attachments if appropriate): No effect . 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part l -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 I 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: MacDonald Residence Project Location(describe,and attach a location map): 855 Lupton' s Point Road, Mattituck, NY Brief Description of Proposed Action: Interior alterations and window replacement including new bay window. Name of Applicant or Sponsor Telephone: (516) 658-0453 Neil and Amelia MacDonald E,_M,(__aYtl .macdonald@wfcaia.co Address: 15 Blueberry Ridge Road City/PO: State: Zip Code: Setauket NY 11733 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 ❑X may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 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: ❑ ❑ 3.a.Total acreage of the site of the proposed action? 0 . 35 acres b.Total acreage to be physically disturbed'? 0 acres c.Total acreage(project site and any contiguous properties)owned 0 .35 or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial [NResidential(suburban) ❑Forest ❑Agriculture El 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? E] {� El b.Consistent with the adopted comprehensive plan? ❑ L®J ❑ 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: EJ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES a ❑ 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? X❑ ❑ 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 supply9 NO YES If No,describe method for providing potable water. existing ❑ ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: existing 1771 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X ❑ b.Is the proposed action located in an archeological sensitive area? ❑ ; X 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? 1:1 ❑ 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: ®Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional 29 Wetland ❑Urban ❑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? =-V El 16.Is the project site located in the 100 year flood plain? NO YES X 17.Wil I the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, X a.Will storm water discharges flow to adjacent properties? ❑NO [—]YES ❑ ❑ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO [—]YES Page 2 of 4 I S. 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)9 If Yes,explain purpose and size: � F] 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: El ❑ AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Nei MaC alZz) Date: 02/07/19 Signature: 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? El 2. Will the proposed action result in a change in the use or intensity of use of land? El E 3. Will the proposed action impair the character or quality of the existing community? El R 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 El ❑ 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 EJ 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? S. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? El 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ Elwaterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 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? ❑• 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. FJCheck 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. Check 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. Town of Southold-Board of Trustees Name of Lead Agency Date President 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 from Responsible Officer) PRINT Page 4 of 4 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSUR.F FORM the Town of Southold's Code of Ethics prohibit'§conflicts of interest on the part of town officers an&emnloyees The nuroose of this form is to provide information which-can alert the town of possible conflicts of interest find allow it to take whatever action as necessary to avoid§ame. YOURNAME: Neil A. MacDonald (Last name,first name,.gtiddle initial,unless you are applying in,the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) 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 Lias even a partial ownership of(or employment by)a corporation in which the town officer or employee,owns more than So/o of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe 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 56/o of the shares of the corporatc stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non=corporate entity(whdn the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 7thday of February 200C Signature Print Name Nei M Form TS 1 APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE,.FORINT The Town of Southold's Code of Ethicsprohibits conflicts of interest on the-part of town-officers and employees.The puraose of this form is to provide information which can alert the town of possible conflicts of intereet and allow it to take whatever action is neeessanLm avoid same. YOURNAME: Amelia MacDonald (Last name,first name,.giiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) 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,ntarriage,or btisiness interest."Business interesC 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 mon;than 5%of the shares. YES NO X I f you answered"YES",complete the balance of this form and date and sign where indicated Name of person employed by the Town of Southold Title or position of that person . Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply)- the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); 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 D)the actual applicant. DESCRIPTION OF RELATIONSHIP -Submitted this 7thday o�bre uary, 2001 19 Signature _ — —� PrintNatt MacDonald Form TS I A4QZjA f L I l 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" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- ,supporting facts. 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 libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 115 _ 11 _ 5 PROJECT NAME MacDonald Residence The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. E 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: a Nature and extent of action: Interior alterations and window replacement including new bay window. 0 Location of action: 855 Lupton' s Point Road, Mattituck, NY Site acreage: 0 . 3 5 Presentlanduse: Single Family Residence Present zoning classification: R-4 0 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: Neil MacDonald (b) Mailing address: 15 Blueberry Ridge Road, Setauket, NY 11733 (c) Telephone number: Area Code( (516) 658-0453 (d) Application number,if any: X8 Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No 0', If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. ; DEVELOPED COAST POLICY Policy I. 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. ❑Yes ❑ No ❑ Not Applicable 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 ❑ Yes ❑ No IF] Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria F1 Yes [:] No 0 Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No E Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable 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. ❑ ❑ D Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable 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 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable PUBLIC COAST POLICIES 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 criteria. ❑ Ye.0 No 0 Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Fx_1 Not Applicable 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 ❑ No 0 Not Applicable 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. ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No X❑ Not Applicable PREPARED BY TITLE DATE 2 -r f/ I T E C T S Partners Steven R.Saraniero,AIA,LEED\I' February 6,2019 Neil A.MacDonald,AIA,LEED AP Eldon W Smith,AIA Robert F Heymach,AIA ' U•y Partners,Ementus William F Collins,AIA }i Thomas R Turkel,AIA Board of Trustees Senior Associate Town of Southold `I FEB Christopher Crans,AlA,NCARB Town Hall Annex } } Associate 54375 Route 25 William S Brady,AIA,LEED AP P.O. Box 1179 Southold, NY 119714 Board c,i T,ni f',- Re: Application for Administrative Wetland Permit MacDonald Residence Interior Alterations and Window Replacement 855 Lupton's Point Road Mattituck, NY 11952 SUM#1000-115-11-5 Dear Members of the Board, Attached for your consideration,please find one original and one copy of the application packet,4 original signed and sealed surveys of the subject property and 4 original signed and sealed sets of plans,along with current photographs of the subject residence taken from various viewpoints. We kindly request your expedited administrative review of the proposed window replacement including one new cantilevered box bay window. Please note that the interior alterations that are also depicted in the plans are currently permitted under Town of Southold Building Permit Number 43224. Should you have any questions or require any additional Information, please do not hesitate to contact me at(516)658-0453 or via email at neil.macdonald@wfcaia.com. Thank you advance for your assistance in this matter. Kind Regards, Neil MacDonald,AIA LEED AP 12-1 TECHNOLOGY DRIVE EAST SETAUKET,NY 1 1733 PH 631-689-8450 FAX 631-689-8459 WWW WFCAIA COM