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HomeMy WebLinkAbout7867 C°frinte�c i 1 � c lE Se4U4ck 0f 3 3 R iii on.Y Ic+ proved I fAOD-r a-r is oar sem} c04-k 3' Owner: Demitrack, Regina File #: 7867 Address: 1255 E Gillette Dr � Code: 17NP �, Agent Info Mr. Steven Affelt P.O. Box 762 Great River, NY 11739 Phone: 631-553-6333 Fax: Email: steve.affelt@gmail.com i� �j Ls7 I I Z� 'tl Z ,0�� 1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex so P.O.Box 1179 54375 State Road Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 4W Telephone: 631 765-1809 http://southoldtownny.gov NRECEIVED ZONING BOARD OF APPEALS Town of Southold J AN 2 3 2024 srlerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 18, 2024 ZBA FILE: #7867 NAME OF APPLICANT: Nicholas Demitrack PROPERTY LOCATION: 1255 East Gillette Drive,East Marion,NY SCTM: 1000-38-4-20 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated November 21,2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming, rectangular shaped 10,000 square feet, .22- acre parcel located in the R40 Zoning District measures 100 feet along Gillette Drive, then runs east 100 feet along a residentially developed lot to the south,then runs north 100 feet along a private right of way known as Cedar Lane, then runs west 100 feet along a residentially developed lot to the north. The subject parcel is improved with a one- story wood-frame residence with attached garage,a front entry stoop,a rear wood deck,an outdoor shower and gravel driveway as shown on the survey prepared by Paul Barylski, Licensed Land Surveyor, and dated April 2, 2022. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124; Article XXXVI, Section 280-207;and the Building Inspector's November 8,2023,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at 1) located less than the code required minimum front yard setback of 35 feet; 2) located less than the code required minimum rear yard setback of 35 feet; 3) more than the code permitted maximum lot coverage of 20%; 4) gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area; located at 1255 East Gillette Drive, East Marion, NY. SCTM No. 1000-38-4-20. RELIEF REQUESTED: The applicant requests four (4) variances for alterations and additions to a single-family residence in order to expand the residential first floor with the addition of a covered front porch and family room and rear deck and add a full second floor(relocating bedrooms from the first floor) including the addition of a mezzanine accessed from the principal bedroom via a'spiral staircase, resulting in: Page 2,January 18, 2024 #7867, Demitrack SCTM No. 1000-38-4-20 1. A reduced front yard setback of 24.6 feet where the Code requires a minimum front yard setback of 35 feet. 2. A reduced.rear yard setback of 33.25 feet where the Code requires a minimum rear yard setback of 35 feet. 3. Gross Floor Area of 2,909 square feet of habitable living space where the Code limits such improvements to 2,100 square feet for lots of 10,000 square feet or less. _ 4. Lot coverage of 2 1.1%where the Code limits lot coverage in the R40 Zoning District to 20%. ADDITIONAL INFORMATION: The applicant provided architectural plans labeled T-001.00, A-100.00, A- 101.00,A-102.00, A-103.00,A-200.00, A-300.00, prepared by Steven B.Affelt,Registered Architect, dated May 1, 2023 including: Site Plan, Sky Plane Diagrams, Floor Plans, Porch Deck and Stair Detail, and Elevations. Additionally, the applicant provided a Certification of Lot Coverage, illustrating the proposed 21.1% lot coverage, where a maximum of 20% lot coverage is permitted by Code and a"Mark Out" of the present/proposed alterations as a visual aid. Improvements on the subject premises is covered by Certificate of Occupancy#Z-23772 dated July 14, 1995 for the construction of a single-family residence with attached garage and rear deck. The existing front yard setback is 30 feet from Gillette Drive and existing lot coverage is 20.7%. During the public hearing the applicant provided the Board with documentation illustrating the composition of the Marion Manor neighborhood and the scale of existing houses in the community. i Prior to closing the hearing,the applicant stated that they will provide the Zoning Board of Appeals with the average GFA(Gross Floor Area)calculation for homes in the immediate area,as determined by the Zoning Board of Appeals (Section 280-207A(2)(c) of the Town Code) of the subject parcel. On January 9, 2024, the applicant provided the Board with the average residential structure size of 2,445 sq.ft. based on homes in the immediate area of the subject parcel. The proposed Gross Floor Area of the subject dwelling is 2,909 square feet of habitable living space. No member of the public or an immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 6, 2024 at which time written and oral evidence were presented. Based upon all'testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-W)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject premises, which is a modest one-story dwelling on a 10,000 sq. ft. lot located in the Marion Manor subdivision, will become similar in size and conformation to the majority of other lots within the residential community, and developed prior to current zoning. Most homes feature a full two stories, many with covered front porches or multiple car garages. Most neighboring homes, while larger than the existing, subject property, are modest in size when compared to other neighborhoods within the Town of Southold. The proposed alterations and additions to the existing residence will have no negative impact on the community as it will conform to the existing character of typical homes within Marion Manor, as evidenced by the `average' GFA calculation provided. 2. Town Law §267-W)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. As currently developed,any addition to the existing residence will require some form of variance relief as the present front yard setback is 30 feet where the Code requires a `r. Page 3,January 18, 2024 #7867, Demitrack SCTM No. 1000-38-4-20 minimum front yard setback of 35 feet. Furthermore,Gross Floor Area(GFA)calculations limit the development of this site to 2,100 square feet of habitable space. Neighboring homes exceed this amount and the existing, small, one- story ranch is out of character. When one reviews the `average' GFA,the requested 2,909 square feet of living area is not out of character and the proposed additions do not violate the code required sky plane regulations 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 29.7% relief from the code relative to the reduced front yard setback; 39% relief from the code relative to the excessive GFA; and 5%relief from the code relative to the reduced rear yard setback;and 1.1%relief from the code relative to the excessive lot coverage,which are not substantial. However,the existing front yard setback is 30 feet from Gillette Drive and the addition of a narrow porch will conform to the community's character and existing improvements on the lot which constitute 20.7%already exceeds the 20%maximum lot coverage,and the small increase can be viewed as de minimis in nature. While the code does limit the GFA,the Board finds that this proposal is reasonable in design and scale of other nearby dwellings and therefore conforms to the nature of the immediate residential neighborhood. 4. Town Law &267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions to a single-family residence with a reduced front yard setback of 24.6 feet, a reduced rear yard setback of 33.3 feet, a GFA of 39% more than code allows and total lot coverage of 21:1% while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Planamento,seconded by Member Dantes,and duly carried, to GRANT the variances as applied for, and shown on the architectural plans labeled T-001.00, A-100.00, A-101.00, A-102.00, A-103.00, A-200.00, A-300.00, prepared by Steven B. Affelt, Registered Architect, last revised May 1, 2023 including: Site Plan, Skyplane Diagrams, Floor Plans, Porch Deck and Stair Detail, and Elevations. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The septic system on the subject property must be approved by the Suffolk County Department of Health Services This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appealsfailure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. J Page 4,January 18, 2024 #7867, Demitrack SCTM No. 1000-38-4-20 IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the!issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento, Acampora and Lehnert. (5-0) ct Ah�u- f� S Leslie Kanes Weisman, Chairperson Approved for filing 2024 e , , , r, , „r or /,< ,. , ... ; . .;;,r,'. „ o;.. ,, /, /, „ ;,, „ / r r .. ... r,. , / i rr.. r ,. .,. ,./.,;. ; ,. ,,,. ... .. /,. :..: %,i,'./ ,./„ter::,” i� ,,, r, r .., ., ,. ,. ,/ r .r. .., /.. .. ,/, ,�,/„ /� „/ .,: / ./ r / .. .. .. .,. „. ,. r „ ./ ., 'T ,. ,. ., ,,, r. .. ,,. ,,. �;1 ';.. '-,%%%";-fir r�,'�: :. ,.r.in,� ..,ice N/11 r ,H ,, ,r.r. .. ,. ,,, ,., ,/, ;= ;,. rrr../ �. , c; k;'' .. %.'u /,/ i%' /, ,i, <i;ri,. .. , /.; go" /,. e, ..'>;.., ;,. _ ., /" ,. ., .,. � ., � �.,. >%';Vi`'`i%:%�% ., .!H` ,. r � ; I 40� r r. 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NEW WOOD FLOOR WHERE INDICATED. _ POLYETHYLENE VAPOR ,a (2) PT m HORIZONTAL BARS 24" O.G. I (2) PT 2Xa (2) PT 2X8 G2 6ENERAL - KITCHEN AND NEW BATHROOM ARE 70 RECEIVE CERAMIC FLOOR TILE $ GEMENT BOARD BASE. I a BARRIER, l0 MILS I I 2Xa COLOR AND TYPE TO BE 5ELEGTED BY OWNER. N ANCHOR BOLTS AT 32 O.G. — G3 GENERAL - NEW BATHROOM 15 TO RECEIVE M015TURE RE515TANT 6YP BO IN ALL OTHER AREAS. PROVIDE NOV 0 8 2023 I I cx I F I w 12"W x b0"L x b"DEEP CONSULTANT: TILE UP 4'-O" ON ALL OTHER WALLS WITHIN BATHROOMS W/BASE TILE AND GAP TILE. CRAWL SPACE VENT }}uu a _ G4 KITCHEN CABINETRY AND COUNTER ARE TO BE SELECTED BY OWNER. PLUMBER 15 TO MAKE FINAL a I M I z ¢ x CONCRETE PAD N CONNECTIONS AND PROVIDE ALL FAUCETS, SINKS, SHOWER TRIM ETC. ALL TO BE SELECTED BY OWNER. CRAWL 5PAGE INSULATED ACGE55 z I ;% I 3: p p O KITCHEN 15 TO RECEIVE BAGK5PLA5H TILE, SELECTED BY OWNER AND 1N5TALLED BY CONTRACTOR. DOOR 2` z .� G5 GENERAL - ALL EXISTING EXTERIOR WALL SHEATHING 15 TO REMAIN UNLE55 DAMAGED PT 2Xa LEDGER PT 2X8 LEDGER G6 MEGH ROOM IS TO BE IHR FIRE RATED GEILIN6 AND WALLS. DOORS ARE TO BE 45MIN RATED. — - - - - - - - a EUTILIT'r J0 STORAGE, AUNDRY II SYMBOL LEGEND1 1 I ► III up cos PLOT PLAN 1111111 , NEW PARTITION1 SECTION UNEXCAVATED _ L(_L L L L L i-L G5 NOTE TAG _ � - - -�—- - -—I*— (FULL HE16HT) A-lf MARKER EX(4) 2Xa EX(4) 2X5 EX(4) 2Xa EX(4) 2Xa EX(4) 2X5 EX(4)2X5 NEW RATED PARTITION ROOM EXI5TIN6 PARTITION TO D ROOM TAG N RECEIVE NEW GYP BOARD ® 5UPPLY EX15TIN6 PARTITION TO REMAIN ® I # PARTITION TYPE TAG RETURN UNFINISHED ' EXI5TIN6 DOOR TO 5TORAGE / I R1. REMAIN RELOCATED O SMOKE DETECTOR EX1571N6 DOOR/WALL TOX-X CEILING HEIGHT I BE REMOVED DATUM 4 A-1 2 ELEVATION NEW DOOR 000 DOOR TAG 3 INDICATOR EXISTING 8" TH P.G. FOUNDATION (SEE 5GHEDULE) w w NO. DATE DESCRIPTION X01 01111122 155UED FOR REVIEW P7 2Xa LEDGER PT 2Xa LEDGER I 02 05101123 155UED FOR REVIEW Q I (2) PT 2Xa (2) PT 2Xa - \ (2) PT 2X5 -i- (2) Pr 2X8 - Q) m 12"0 3,000 P51 POURED 30p CONCRETE PORCH P05T FOOTING, TYP 3'-0" DEEP, REFER TO b/A-101 7'-II" - PROPOSED FOUNDATION PLAN 2BUILDINGPLAN �/IW NOTA: SCALE = 1/4"=l '—O" . UTY BOTTOM PLATE �'I NEW FINI5HED FLOORING OVER 5TRAND 05B j PLYWOOD SJB FLOOR - I 570RA67E T.O.FINISHED FfR5T FLOOR LAUNDRY ��'-51MPSON 0516 NAILED A5 PER CODE _ //�� /� DOUBLE PT SILL PLATE -j- CINA L M A P rrr7rr 1 1 1 1 1 1 1 co4 EUIEWED BY Z13A UP 2"R16I0 EXTRUDED POLY5TYRENE MULATION 5EGURED 7 r �/ 11 I 1 I I I I TO FOUNDATION WALL W/ADHE5IVE ; D E C I S I O N Y`r UNEXCAVATED L L L L L L �=1= BLOCKING AT EACH 5WCAVITY CONTINUOUS RUBBER WATERPROOFING MEMBRANE 1��T'E D; t� __ _ - _ - 6RAGE 4000 5ERIE5 TO BE SECURED A5 PER MANUFACTURERS 5PE6IFIGATION5 AVERA6E 6RADE CONTINJOU5 DRAINAGE BOARD (BELOW GRADE AREAS ONLY)TO BE FA5TENED A5 PER NEN 4,000 P51 CONCRETE B"TH CONCRETE " — MANUFACTURER5 5PEGIFIGATIONS FOUNDATION WALL W/#4 VERTICAL BARS @ I"HIGH(MIN)NON-BIODE6RADABLE WA5H WITH LIQUID- PROJECT NAME: 32"0.61 #4 HORIZONTAL BARS®16"O.G. '%% MEMBRANE COATING AT TOP SURFACE UNFINISHED CONTINUOUS FILTERFABRICGOVERIN& _ T STORAGE ? 1 I -PERFERATED DRAIN PIPE Kr s; F-4' D PERFORATED DRAIN PIPE NEW 4,000 P51 POURED CONCRETE 2"TH .%%`° — - TIE INTO 51TE DRAINAGE-REFER TO 517E CONCRETE RAT 5LA5 OVER POLYETHYLENE -.PLAN5 - I I IO MILSAuu vim Lu STREET ADDRESS: 1125 EAST GILLETTE DR TOWN: EAST MARION GONTfNU0u5 GRAVEL DRAINAGE BED AT- - � 400 24 G ,F .FOOTING d BASE OF FOUNDATION WALL _._.. iPOSTAL GOD NG FOOTING W/ S: II�I3�I P51 TE - AHAPE 501L TO FORM 6UiTER :5GTM #: r�awze m»"G.C.ce' NP. ': — 1 — _ 1000-3b-4-20 B.O.FOOTING :SITE NUMBER: -- 6"LEVELING GRAVEL ,r f - DI lU I ED OR COMPACTED I501LA low% COMPACTED TO q5% r r= , y i �� PROJECT NUMBER:2022-003a L'�, INITIATED DATE: 06101122 EXISTING FOUNDATION PLAN NEW FOOTING AND FOUNDATION DETAIL � ,�w � '��' CHECKED : 5BA tr r,� � �� CHECKED BY: SBA 0' 2' 4 8' A DRAWING NUMBER: SCALE = 1 /4"=l '—O" SCALE = 1 "=l '—O" ff 111 11 1/4" = l'-O" 03 76 A' p An I uu.uu 0 PAGE: 5 OF 12 23'-0 1/4" �� !1 II II 11 .1 1 A STEVE AFFELT 2-6 I/4" 3-7 -7 I/8 31-71/511, 3-7 I/8 3-7 I/8 2-6 I/4 NEW HURRICANE HOLD I CONSTRUCTION NOTES NEW GOMP05ITE AND WOOD DOWN, TYP. FOR SYMBOL FRAMED PECK W/RAILING 30 TW3046 TW3046 TW304b TW304b TW3046 TW3046 AND STAIR5 ARCHITECT GI GENERAL - REMOVE EXI5TIN6 FIN15HED FLOORING THROUGHOUT KITCHEN. INSPECT 5UBFLOOR, REPLACE ANY - OAMA6EO PANELS. NEW WOOD FLOOR WHERE INDICATED. 12) 2X6 (2) 2X6 (2) 2X6 (2) 2Xb (2) 2X6 (2) 2X6 62 6ENERAL - KITCHEN AND NEW BATHROOM ARE TO RECEIVE CERAMIC FLOOR TILE GEMENT BOARD BASE. - COLOR AND TYPE TO BE SELECTED BY OWNER. PHONE: (631) 553-65333 N � N 63 6ENERAL - NEW BATHROOM 15 TO RECEIVE M015TURE RE515TANT 6YP BD IN ALL OTHER AREAS. PROVIDE NEW 2Xb WD STUD _ N PO 80X 762 WALL ® 1611 O.G. YJ/ ~ N TILE UP 4-0ON ALL OTHER WALL5 WITHIN BATHROOM5 W/BASE TILE AND GAP TILE. - _.. GREAT RIVER, NEW YORK 1173q 055 STRAND � _N G4 KITCHEN CABINETRY AND COUNTER ARE TO 5E 5ELEGTED BY OWNER. PLUMBER 15 TO MAKE FINAL ---) PLYWOOD 5HEATHIN6 \ GONNEGTION5 AND PROVIDE ALL FAUGET5, 51NK5, SHOWER TRIM ETC. ALL TO BE SELECTED BY OWNER. ! ��y� AND AIR BARRIER <r '� ~� `� KITCHEN 15 TO RECEIVE BAGK5PLA5H TILE, SELECTED BY OWNER AND IN5TALLED BY CONTRACTOR. �� p ................. CONSULTANT. G5 GENERAL - ALL EX15TINO EXTERIOR WALL 5HEATHIN6 15 TO REMAIN UNLESS DAMAGED -' N ~' X RR cy -' u N WOOD DECK G6 MEG H ROOM 15 TO BE IHR FIRE RATED GEfLiN6 AND WALL5. DOOR5 ARE TO BE 45MIN RATED. EXTERIOR WALL5 ARE TO = `N -� ;. >� ' . _ ....................................................................... NOV 0 8 2023 HAVE BATT IN5ULATION (RI9 N N - _......_....._...----_._.........__._..__.__.._....... OR BETTER). PROVIDE R-3 ` .� �� _ `� ' z N ..................................................... RIGID INSULATION ON _� _�- �t ... .. .......... . .. ......... _ - - ........... .......................................... ....................... EXTERIOR 51DE OF 5HEATHIN6 N Oen OVER AIR BARRIER AND N N UNDER NEW 51DIN6 Zi W12X35 5TL BEAM N N QO� BATHROOM FWH50b8APLR TILE FLOOR CHIMNEY ABOVE FIR5T KITCHEN LLJ FLOOR 15 TO BE ROOM SYMBOL LEGEND PE-ROUTED MASTER BEDROOM NEW PARTITION 1 G5 NOTE TAO (FULL HE16HT) A-1 SECTION X O ( 5 J MARKER NEW RATED PARTITION ROOM 3 �! cXv PLOT PLAN EXI5TIN6 PARTITION TO D ROOM TAO --- — RECEIVE NEW 6YP BOARD SUPPLY z EXI571N6 PARTITION TO DN'~; , ON U' CO S REMAIN �— PARTITION TYPE TAO ® RETURN GARAGE j - - - - - EXI5TIN6 DOOR TO R REMAIN RELOCATED SMOKE DETECTOR _._ _. i Cs0 EXI5TIN6 DOOR/WALL TO X'-X" CEILING HEIGHT I O BE REMOVED DATUM ELEVATION 4 A-1 2 INDICATOR � CLOSET \\ 810 NEW DOOR 000 DOOR TAO (5EE 56HEOULE) I LIVING ROOM � p BEDROOM BEDROOM 0 X � � N I X n n LNEw 2bx 68 � \,......................................................................................................................................... -----I I ............. O. D D 5GR PTION 01 07/11/22 155UED FOR REVIEW 02 05/01/23 155VED FOR REVIEW II II ��. ....._........... .___..__.... _ s .................... ............ .. ——— ———— r� _ ............................................. ry _. _- _ __ ___ _ __ - I ( n COVERED PORCH w o z - +� I I I I (2) PT 2X8 (2) PT 2X8 (2) PT'2X8 (2) PT 2Xb II II o I 30 24'-5 -- [ I II II I I BUILDIN PLAN REVIEN NOTE: PROPOSED FOUNDATION PLAN II -j SCALE 1/4"=1 '-0" — — LJI—JF -----� -- I Fm ccI I U L °" _- _ -- ,YP. FINAL MAP - - \ SI MP50N 5DW 522400DB BY Z�A \ 5TA66ERED AND SPACED 8" �.!.r_:- c_x.+1..): .a_;:'<z' 'r-}_ >'_.�Y. r-s_x..x. a'.; REVIEWED \\ C O I I (2)2X8 PORCH HORIZONTALLY.REFER TO I" —————— 4X4 PT WOOD P057 I I J015T,5EE PLAN O.C. �Q SPACING DETAIL � � � DECISION# --- r—=--=�-- DATED: ) [ala HBS6 PERMAGAST COLUMNS 51MPSON LRU26Z J015T HANGER 5IMP5ON LU528Z J015T ( ( \ OVER 4X4 WOOD P05r I „I \ �� (TYP AT ALL HANGER(AGAINSAL T LEDGER II \ Ii BLOGKIN6 UNDER COLUMNS YP AT ALL J015T 5TAIR � __f f I ( 51MP50N DTT2Z HOLD DOWN(TYP STRINGERS)WITH CONNECTIONS)WITH ZMAX \ AT ALL 5TAIR 5TRIN6ER5)WITH ZMAX GOATIN6 GOATIN6 ZMAX GOATIN6 PROJECT NAME: II _ IT II : �y P"TOURED GONT14 3,000 G5I- ( - - – .. 4 PAD .._ L. - - ON NEW 26X 68 .. .. -. - I II II . ............. . ... - ( 5TREET APPRE55: 1125 EAST GILLETTE OR J . .............. .....__...__......._........ _............_._..._........_..........._"... \ I I AR _ = ....� I I I _......._............__ _........_. ... TOWN: EAST MARION 5TATE: NEW YORK :`.".'t` #4 REB J THROU64 P05r —— POSTAL GODS: IIg3q —_ - 5GTM #: 1000-3&-4-20 p a 51TE NUMBER:TREAT CUr -- a I _ D Wn COPPER NA NPHTHENATE01 R : FL as - 4"GOMPAGTE-- GRAVEL I . I II I �D A PROJECT NUMBER:2022-003a �5� 'C,y INITIATED DATE: 06/01/22 EXISTING FOUNDATION N PLAN PORCH/DECK & STAIRS DETAIL �� ����� g �'��, CHECKED : 5BA +f� ,�,� ' <� C� CHECKED 5Y: 5BA ' r ORAWIN6 NUMBER: SCALE 1 4"=1 '-0" _ SCALE = 1 "=l '-O" 0 2 4 8 ' R 1/4" = 1'-0" An ol ON1 -7, 3761 d 0fi NPAGE: 5 OF 12 — — — — — — — — — — — — — — — — — -- — — -- — - .. ...... . ...... ..... STEVE AFFELT II i 300 ARCHITECT CONSTRUCTION NOTES II PHONE: (631) 553-6333 PO BOX 7692 61 GENERAL - REMOVE EX15TIN6 FIN15HED FLOORING THROUGHOUT KITCHEN. IN5PEc'T 5U13FLOOR, REPLACE ANY GREAT RIVER, NEW YORK 1173q DAMAGED PANEL5. NEW WOOD FLOOR WHERE INDICATED. II 62 GENERAL - KITCHEN AND NEW BATHROOM ARE TO RECEIVE CERAMIC FLOOR TILE $ CEMENT BOARD BA5E. COLOR AND TYPE TO BE 5ELE6TEP BY OWNER. G3 GENERAL - NEW BATHROOM 15 TO RECEIVE M015TVRE RE515TANT GYP BO IN ALL OTHER AREAS. PROVIDE TILE UP 4'-O" ON ALL OTHER WALLS WITHIN BATHROOMS W BASE TILE AND GAP TILE. 7H3046 7W3046 CONSULTANT: G4 KITCHEN CABINETRY AND COUNTER ARE TO BE SELECTED BY OWNER. PLUMBER 15 TO MAKE FINAL to CONNECTIONS AND PROVIDE ALL FAUCETS, 5INK5, SHOWER TRIM ETC. ALL TO BE 5ELEGTEP BY OWNER. KITCHEN 15 To RECEIVE BA61<517LA51`1 TILE, SELECTED E3(OWNER AND INSTALLED 5'� CONTRACTOR. (2) 2X12 G5 GENERAL - ALL EX157IN6 EXTERIOR HALL SHEATHING 15 TO REMAIN UNLE55 OANAC7EO RATED. (2) 2XI2 66 MEGH ROOM 15 TO BE IHR FIRE RATED GEILIN6 AND WALLS. POOR5 ARE TO BE 45MIN REAPM 120 56 FT ",Z) N ,O PEAK OF PEAK OF CEILING ATTIC AGGE55 PEAK OF CEILINC7 PLOT PLAN SYMBOL LEGEND GEILINC-7 ATTIC OPEN TO BELOW NEN PARTITION �C,5 NOTE TAr, 5EG7I0N MARKER NEW RATED PARTITION ROOM OPEN TO (FULL HEIGHT) A-1,y EX15TINC7 PARTITION TO F-a-D ROOM TAC, Em—ok4 N roll�lx z'-' RECEIVE NEW C7(P BOARD 5uppL,( EX157IN6 PARTITION TO REMAIN RETURN PARTITION TYPE TAS EXISTING DOOR TO R RELOCATED REMAIN SMOKE DETECTOR EX157IN6 POOR/WALL TO 191�1 X'-X" GEILINC, HEIGHT ELEVATION 13E REMOVED DATUM 4 A-1 2 INDICATOR 810 NEW POOR DOOR TAO (5EE -5GHEPULE) L I NEW PEO15TAL PAVER DECK NO. DATE PE-5GRIPTION W RAILINC7 OVER EOPM FLAT 01 01111122 155UED FOR REVIEW ROOF 5r5TEM 02 05101123 155UED FOR REVIEW A . ....... ...... ...... ......... .. .. ....... ........ 300 I .. ........ .. ..... .. ...... ......... .............. 30 ........... .......... ........... .......... ................. ........................................ ..... ................... BALCONY HOOD PECK ...................................... ......................... 57'-1 11211 PROPOSED READING NOOK PLAN 2'-8 112" q'-2 314" 6-4 112 ............... 14'-5 112 3f-5 314#1 15'-5 112 VARIES 2'-11 114" 2 SCALE 1 /4"=V-01) .02'-& 314" 4'-b.. ........... 41-6' 021-t3 31411'e 4'-711 41-7 314" e- lo EO EO 2'-Il 1/4" e- ?01 - - - - - -- - - - - - AR(qI BUILDING PLAN REVIEW NOTE: ........... TW3046 TW304b 7W3046 TA304(2 TW304b TW304b .................. IF=7=7=77iF�� ........... .......... ------------ ...........- ......... .................................................. ........ .............. jl ..................... (2) 2XiO (2)2XIO (2) 2XIO 77777::= ............ ALUM FLA54IN6 N' CHIMNEY ABOVE FIR5T :243 LEDGER ARE --f6k6 TO EXTERIOR WALL WITH y- BOARPAN6 FLOOR 15 TO BE 51HP50N Wk6224000B STA�r�AND 5FAGEP WO.C. SPACING DETAIL WRIZONTALL�.REFER To RE-ROUTED ---------- UP CU5TOM NINE RACK, RED OAK < L aD \Z - - - - - - - - - - - - - - - - - - - - - -I 51MPWN LRU26Z �o Lu A TNAL okolER TTIG ACCE55 + pe - MASTER ROOFING MATERIAL TEO BY BEDROOM A ON 365 5OFT ........... Q� NEW HARD OVER 5HEATHIA9 ON OB 6RACE ICE AND MTER DAM �ITVIEWED BY ZBA NEN HARD 2X6 K Noop LEDGER OVERHANG WOOD FLOOR FLOOR d) ...................... �"%EATHIN(9 1 DATED. �Z' -CISION# ci < NEW YX 6P + + ................ Q) t ALUM DRIP LED6E _j NEH 2X6 615 o 161 O.G. PROJECT NAME: 5IMP50N 50J,622400L 5TA66ERED AND 5PACEP 5" AZEK FASCIA GUTTER Lu - O O.G.HORIZONTALLY.REFER TO rl A MASTER MA5TER 5PACINE?DETAIL OFFICE Dh E M I TKAUK S MA5TER SIMP50N H2A STRAP Hn NEW HARD DAmoom CL05ET Q) &PXI-I1'2'NAIL5 ocs) 7 CI-05L-7 OOR HOOD FLOOR TILE Ff "cl II 0)NEW PT K 2X 6 A 14'-f 1/2' 11'-7 112 qr 5" 5'-1 511b" c� &1-0 -1/16" 51-71/211 5PANNINO 5TRZnRAL I O��- A Ul Q) - os 11 5 CORD M- 5.WRAP IN AZEK 3-112" X 11-70' L 3-11211 X J VL 2- -4�-ZZ A:�-m -'�- LLZ STREET ADDRESS: 1125 EA57 GILLETTE OR .............. H0$6 PERMAGA5T COLOMK6 TOWN: EA5T MARION aVER 4X4 HOOD P05T ................ .................... (2) 2XIO ................................... ................. (2) 2XI0 (2) 2XIO STATE: NEW YORK . ... .. POSTAL CODE: IIC13cf I ................................................................... ...........- ------ ... ............ TW304b .................... ................................. .................... TW304(9 ........... ............ 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APPLY GRACE ICE AND WATER DAM AT E06E5, O EAVE5 AND VALLEYS 5ft T E 1V E A OF F E Lm T I o IX2 FASGIA R C H I T E COO`T 4 A CONSTRUCTION NOTES = 5/4Xb FASCIA BD POONE:: (631) 553-6333 GI GENERAL - REMOVE EX15TINO FINISHED FLOORING THROUGHOUT KITCHEN. INSPECT 5UBFLOOR, REPLACE ANY GABLE RIDGE BOARD !'-p° _ 2X4 OUTRIGGERS PO 80X 762 DAMAGED PANEL5. NEW WOOD FLOOR WHERE INDICATED. CONNECTED TO RAFTERS GREAT RIVER, NEW YORK 1173q C,2 GENERAL - KITCHEN AND NEW BATHROOM ARE TO RECEIVE CERAMIC, FLOOR TILE $ GEMENT BOARD BA5E. (n COLOR AND TYPE TO BE SELECTED BY OWNER. C,3 GENERAL - NEW BATHROOM 15 TO RECEIVE MOISTURE RE515TANT GYP BD IN ALL OTHER AREA5. PROVIDE EXISTING I/2 058 SHEATHING TILE UP 4'-0" ON ALL OTHER WALL5 WITHIN BATHROOMS W/BASE TILE AND GAP TILE. - OVER CRIPPLE 5TU05 CONSULTANT: 64 KITCHEN CABINETRY AND COUNTER ARE TO BE SELECTED BY OWNER. PLUMBER 15 TO MAKE FINAL CONNECTIONS AND PROVIDE ALL FAUCETS, 51NK5, 5HOWER TRIM ETC. ALL TO BE 5ELECTE0 BY OWNER. 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A-1 MARKER 055 PLYWOOD PAPER, NEW RATED PARTITION ROOM 5TRANO SHEATHING I__ EXISTING PARTITION TO D ROOM TAG + +— N RECEIVE NEW GYP BOARD ® SUPPLY — 5E4�P � Lq(�j `� _.�_ + —— 9E4QPO t�= T� EXISTING PARTITION TO ...... _ _LLL REMAIN LLLL �LLL LLLL -oil LL OWNER ® L_LLL - # PARTITION TYPE TAG RETURN '- ==_f/ EXI5TIN5 DOOR TOR REMAIN RELOCATED O SMOKE DETECTOR :,---- EXISTING DOOR/WALL TO X'-X" CEILING HEIGHT VENTED VINYL SOFFIT \. �\�, \ '1'1')"")'\1A/ DATUM 4 A—I 2 BE REMOVED ELEVATION °--. -- INDICATOR f}� � ► }��l � RAPPING AS PER = 810 C NEW DOOR 000 DOOR TAG 3 - (5EE SCHEDULE) -O II SRR® 16" O.G 6-002 2X 2XB'�'R®16 NO. DATE PE-5C RIPTION OC OI 07111/22 155UED FOR REVIEW HEADER A5 PER PLAN - 02 05101123 155UED FOR REVIEW FL NI NDON HEAD ALTERNATE 5IMP50N HURRICANE -_. 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W/R23 BE-TWEEN GJ'5 AR61 CASEMENT GXW23 6' O-30' X 1'5-112" ANDER5EN VINYL/WOOD YE5 O.Iq 0.2q 0,44 50/50 ROCK WOOL IN5UL., �" GYP BD EXI5TING 2"X4" 5TU05 @ 16" O.G. W/EXISTING 6145 CA5EMENT Gia 210-5/&" X 4'5-31&" ANDERSEN VINYLIWOOD NO O.Iq 0.2q 0.44 50/50 IN5UL. EGIUIV $ 1/2" GYP5UM BOARD ALL EX15TINO WALL5 $ GL6 UNLE55 NOTED NOTES: ANDERSEN WINDOW5 (WHITE) I. WINDOW5 ARE TO BE "400 5ERIE5" WHITE VINYL EXT WITH PINE INTERIOR ON FIRST FLOOR, PRIMED PINE ON 5EGOND FLOOR. EXI5TIN6 VINYL O.H. GARAGE DOOR mommommmm 2. WINDOWS LOCATED AT ENTRANCE5 OR LE55 THAN I'-b"ABOVE FLOOR (NONE) SHALL HAVE TEMPERED GLA55. 3. CHECK ALL ROUGH OPENINC25 FOR FITMENT IN THE FIELD PRIOR TO ORDERING. BUILDIN6 PLAN REVIEW NOTE: TOP OF RIDGE % _ TOP OF RIDGE -- - 4, 1 ; EL 27-! 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I r, y, _ _ ____ I I l l », _, . , :, ; ; 0 0 _ i 14"do"I"A Al iy I I " I I , LJN N %%%% --�11 =, ,�,,,,j r S PROJECT NUMBER:2022-003q j�P�% ��� �� INITIATED DATE: 06/01/22 �� �,�, X DRAWN BY: SBA r.}'A �� CHECKED BY: 50A * , a * DRAWING NUMBER: P ^0 Elk - . SCALE 114" = 1 '-0" SCALE : 1 /4" = 1 '-0" ' .), �3�61� 0/ A m 2 0 auk • 0 fi N v."1'1�' PAGE: 7 OF 12 ASPHALT ROOFING 5HINGLE5 W/ VAPOR BARRIER AND J" OSB 5HEATHING STEVE AFFELT BLOCKING TO DEGREASE IN 51ZE / RIDGE BEAM BEYOND TO MATCH ROOF PITCH RCHI"'FECT OUTRIGGERS CONNECTED TO 2ND RAFTER I CURVE 5HEATHING, ADD BATTENS PHONE: (631) 5�3-6333 TO 5EGURE 5HEATHING TO ROOF EXTERIOR RAFTER RAFTER PO BOX 762 roP of 2DOE - �, ,�Q,�"� GREAT RIVER, NEW YORK I173q ' X b" GERTAINTEFD PVC FASGIA BD 0 '1'� 2X8 BLOCKING FOR CURVED � CONSULTANT: ®��O h' y ,r y 5HEATHIN6 AND SOFFIT : r r- ` X00 00 i-'- ` � SOFFIT �NEN TMOULDD�G BEAD BOARD GERTAINTEED LAP 510IN6 W/VAPOR OC - {G NEW 2Xb,COLLAR TIES ® 48" O.G. BARRIER AND 05B SHEATHING �- -�- BUILD OUT OF FRAMING TO CURVE FASCIA TO BE 5ELEGTED BY 5HEATHING LAP SIDING OWNER ,` _ 1'-0112" _.._ - - - VENTED VINYL SOFFIT ALUM DRIP LEDGE _ I o HURRICANE STRAPPING AS PER PLOT PLAN p CODE AND OETAIL5 ON G-001 CONTINUOUS 2X4 BACKER STUD 3 6-002 X b"GERTAINTEEO PVC FA5GIA FLOOR READ IN6 N09K BOARD I EL: Iq'-O" `r H 11 m NEW CORBEL 24 O.G. u� I N i FI A EX 05 GEILfNG UND ER NODI: I I LL ALL P ED ; I II i X b GERTAfNTEED PVG FASCIA CAVITIES WITH 7 3/4 BOARD EL: 18-0" HEADER A5 PER PLAN INSULATION FLOOR BEDROOM — GERTAINTEEO LAP 51DING W/VAPOR BARRIER AND J" 055 514EATHING ALUM DRIP LEDGE OVER TRIM Io o - _ b� Cai - Qi _ y 0 Q I I oSCALE = 1 -1/2"=V-0" SCALE = 3"=l '-O" x NO. DATE DE5GRIPTION 01 07/11/22 155UEO FOR REVIEW Lu 02 05101/23 155UED FOR REVIEW w - I I : EAVE _ EAVE I ' + + + + + + I FIN15HED SECOND FLOOR + + + + EL: q'-O° i IST FLOOR GEILINr' —L : EL: 51-01 EXI5T 2XIo GEILING Jot5T5 ® Ib" O.G. EX15T 2XIo CEILING J015T5 @ Ib" o.G. NEW LAP 51DING W/AIR TW2�46 T1�12�46 BARRIER OVER EXIST 5HEATHING ON 6.0.Isr FL WINDODJ HEAD _._... ...................................................__ ....................... H, 1 :. ro%:; � 2X3 50i^f=1T BRACING c� Ib ici; I �O I O.G. W VENTED TED ViNY 5 / N N qui �i � PLAN ���i �,:::,, L �W NOTA: L I ; ! ; ; O r- i yy ov r, HEADER A5 PER PAN L / p 0 ! .. ..' AZEK TRIM OR EQUIV ; q t o> r i. ROOM � ,. . ` _ DROOM _. .., c i I .i' g¢ >< lz BUTYL WEATHER PROOFING X p cxv WRAPPED AROUND WINDOW ; Ln Ul x I ALUM DRIP EDGE X I i X ! I ; ANDERSEN WINDOW FINAL M A P REVIEWED BY ZBA - I DECISION# 7 FINISHED fST FLOOR ^ I I g o'o° DATED. I EL• Y a f ( l i 4 - }; EX15T 2X8 FLOOR JOI5T5 ® Ib" O.G. EX15TY2X8 FLOOR J015T5 @ Ib" O.G. N SCALE = 3"=l '-O" EX15T(4) 2X8 BEAM ANDERSEN WINDOW PROJECT NAME: I GONTINUOU5 EXPANDING IN5UL BA5EMENT BASEMENT FOAM AROUND WINDOWAD I T AZEK STOOL _ - STREET APPRE55: 1125 EAST GILLETTE OR APRON TRIM OR --- TOWN: EAST MARION EQUIV STATE: NEW YORK PROVIDE CONT. BEAD POSTAL CODE: Ilg3q OF 5EAL.ANT AT 5GTM #: 1000-38-4-20 BLOGKING AND GYP iKY -- BUTYL WEATHER BOARD AGAINST SILL -a- SITE NUMBER: PLATE �......; PROOFING CTWRAPPED AROUND i�.:.:.::.- :��_� j WINDOW f.....,... ; -_ I RIGID BOARD ; INSULATION, MIN R-3 "* \ `f : .........�. NEW LAP SIDING W/ PROJECT NUMBER:2022-003q AIR BARRIER OVER I........._. ( r 1. ''� ED AR�.'�, INITIATED DATE: Ob/OI/22 " 1 II,.....L..; 053 5HEATHING B. ON WALL STUDS W/ DRAWN BY: 5BA " CO' t'„� ,� CHECKED BY: 5BA SPRAY FOAM r; DRAWING NUMBER: 7A I SILL IL U L I TAmilu' lluff "ouu " ,�+ 3761 -p, SCALE 1/2"=l -0 SCALE = 3 -1 -0 �QF Nell".1 PAGE: 8 of 12 Steven Affelt, AIA PO Box 762 - Architecture Great River, NY 11739 Fntelligent Design (631) 553-6333 Sustainable Building May 1,t 2023 ? Amanda Nunemaker \ Building Permit Examiner Town of Southold 54375 Route 25 LW PO Box 1179 Southold,NY 11971 � Q Re: Nicholas Demitrack NOV 0 2023 1255 East Gillette Dr East Marion,NY 11939 1000-38-04-20 Dear Amanda, This letter is intended to serve as a certification of the lot coverage summary for the proposed project located at 1255 East Gillette Dr. East Marion. Lot Size 10,000 sqft _ Main Dwelling 1,695 (16.9%) Decks&Porches 417 (4.1%) Total Buildings and Structures 2,112 (21.1%) Driveway & Paths 584 (5.8%) Total Impervious Surfaces 2,696 (26.9%) Thank-you for your time in review of this matter. Please feel free to contact me with and questions or requests for additional information. Respectfully, 03761\ Steven Affelt,AIA License No.037611 Great River,NY 11739 PO Box 762 Tele:(631)553-6333 stevc.affelt@gmail.com SURVEY OF: PROPERTY LOCATED AT EAST MARION LOT 76 AS SHOWN ON \ MAP OF MARION MANOR FILED: MARCH 18. 1953: FILE No. 2038 LOT 75 TOWN OF SOUTHOLD roE MON \ `�, SUFFOLK COUNTY. NEW YORK 5�°��GE e5"w a =� S.C.T.M. # 1000-38-4-20 F FENCE SCALE: 1"=30' ,-b,3�E I.0'/N ��� A 00 NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD \ 6 1DO y�F y IF ANY. NOT SHOWN ARE NOT GUARANTEED. 0 �p 6'0 -� \°ti O 6, O MON. 223 G� Q Cry p, C=) i9 �, c ' c:) CO r OBJ v FENCE \ POLEA' 2 2 �O PIPE- -ti�._ F L � AGE O� VJ SHOWER SURVEYED BY: "0 nc �o S PAUL BARYLSKI LAND SURVEYING '� p METER GAS UNIT SLOG 05' PATCHOGUE NY 11772 � 'd PHONE 631-294-6985 � �,�>(3 OF FAX 631-627-3186 r` °2 �� O PAULBARYLSKIaYAH00.COM �0�' LOT 77 Q APRIL 2. 2022 ��; UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION LEN = 39.27' OF SECTION 7289 OF THE NEW YORK STATE EDUCATION LAN S� U,078 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS 290 Q OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ri v GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO / V THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TOO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION ✓ y LISTED HEREOK AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 5093 yvffi 151 Iris COUNTY OF SUFFOLK " Jan 6, � jn STEVEN BELLONE e SUFFOLK COUNTY EXECUTIVE 12-1 1266ARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE 1 1� COMMISSIONER J ELISA PICCA DEPUTY COMMISSIONER November 21, 2023 I Town of Southold Zoning Board of Appeals Nov.27 2023 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A 14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number 4690 Mill Lane, LLC #7864 ant Sharon Nassi #7865SE je<� Nicholas Demitrack #7867 3, Rocky Bluff LLC * #7872 F,(r) *Comment: No new residential structure or sanitary disposal facility should be constructed or otherwise located less than 100 feet from the top of bluff or adequate to guarantee 50 years of protection to the dwelling or sanitary system that is based on the calculated erosion rate. Very truly yours, By Christine DeSalvo Theodore R. Klein, Principal Planner TRK/cd Division of Planning & Environment H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 0 (631)853-5191 FORM NO. 3 WN OF SOUTHOLD BUIOLDING DEPARTMENT N.Y. ,SOUTHOLDgoaed of Appeals NOTICE OF DISAPPROVAL Zan►�7q _�"-` DATE: May 17, 2023 RENEWED: November 8,2023 TO: Steven Affelt(Demitiack) PO Box 762 Great River,NY 11739 Please take notice that your application dated March 4, 2023: For permit: to construct additions and alterations to existing single-family dwelling at: Location of property: 1255 East Gillette Drive, East Marion,NY ' County Tax Map No. 1000—Section 38 Block 4 Lot 20 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 10,000 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124,which states lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet, a rear yard setback of 35 feet and maximum lot coverage of 20%. The proposed construction will have a front yard setback of 24 feet 6 inches feet a rear yard setback of.33 feet 1/4 inch and lot coverage at 21.1-Vo. 0 In addition, the proposed construction is not permitted pursuant to Article XXXVI Section 280-207, which states; "the gross floor area shall not exceed the permitted square footage calculated as follows: Lots containing up to 10,000 square feet of lot area: 2,100 square feet maximum." The proposed gross floor area is 2,909 sq. ft. If Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. Fee:$ Filed By: _Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF A AREA VARIANCE RECEWED House No. 1255 Street E Gillette Dr Hamlet East Marion ` ./ { 023 SCTM 1000 Section 38 Block 04 Lot(s) 20 Lot Size 100'x100' one R40 IZor-ing oard of Appeals I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTO DATED BASED ON SURVEY/SITE PLAN DATED 1 Owner(s): Nicholas Demitrack Mailing Address: 1255 East Gillette Dr East Marion, NY 11939 Telephone:(203) 889-6852Fax: Email: gregory.demitrack@gmail.com NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Steven Affelt for(X) Owner( )Other: Address: PO Box 762 Great River, NY 11739 Telephone:(631) 553-6333Fax: Email: steve.affelt@gmail.com Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (X)Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED and DENIED AN APPLICATION DATED FOR: (X)Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: Section: Subsection: Type of Appeal. An Appeal is made for: (X)A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal( )has, (X)has not been made at any time with respect to this property,UNDER Appeal No(s). Year(s). . (Please be sure to research before completing this questioi.i or call our of ce for•assistance) Name of Owner: ZBA File# Steven Affelt, AIA PO Box 762 Architecture Great River,NY 11739 Intelligent Design (631) 553-6333 Sustainable Building FNOV ����I�IEC� Zoning Board of Appeals Town Hall Annex ® 8 202 F, 54375 Main Rd.PO Box 1179 Southold,NY 11971 7-oning Board ofAppeais 'i Subject:Appeal for Demitrack Residence 1255 East Gillett DiFEasfM570n,NY SCTM#: 1000-38-04-20 7.An undesirable change will not be produced in the CHARACTER of the neighbor or a det�zment to nearby properties ifgranted, because: When the zoning code was established,this parcel was zoned R40,which has a minimum lot size of 40,000 sqft which is 400%larger than the existing size of the lot.This createsseveral issues related to setbacks since this lot cannot afford the required setbacks with any size dwelling. For example,the existing front yard is 30', while the required distance is 50'.The rear yard setback is also 50',however the existing rear yard is 45'-4". Any addition or extension to this dwelling constitutes a zoning violation. This lot is not unique in this neighborhood.Most lots on East Gillette are of nearly identical sizing. Most houses are of a similar setback distance and therefor granting a front yard setback would not change the character of the neighborhood. Several dwellings are closer than 30'to the front property line.As an example, the adjacent lot to the south has a (2) story dwelling at approximately the same setback distance. The rear yard setback is also 50', and as befitting the character and history of this neighborhood,each lot on the East side of East Gillette has a diminished rear yard setback, some as close as 30'. (Lots 18, 19,21,22, etc.)The proposed setback of 33'would conform to the character that exists as of today. Last year's local law limits the maximum square footage of a lot being 10,000 sqft or less to 2,100 total sqft. This new law severely limits this parcel's ability to maintain the level of development that the other lots on the street have achieved.The two adjacent parcels to the south have dwellings approximately 4,000 sqft in size(lots 4-21,4-22). Other dwelling further south ranges from 3,600 to 3,800 sqft(lots 3-22,4-25). On the north side of this block,a house on a similar sized lot is approximately 4,400 (lot 3-11),and across the street approx. 2,700 (lot 4-18). Our current dwelling is 1,342 sqft and we have requested a variance of 809 sqft above the new maximum 2,100 or 38%.While those numbers would be a significant relaxation,the existing conditions of the block must be acknowledged.We are requesting to build an addition that would be increasing the size of this dwelling to be the median size house on this block,as the extreme end is still 1,500 sqft larger than our proposal. 2. The benefit sougl?t by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance, because: Any addition or extension to the dwelling,even a second story,would be within the setbacks required by the town code.There is no possible different avenue to explore. Great River,NY 11739 PO Box 762 Tele:(631)553-6333 steve.affelt@gmail.com 3. The amount of relief requested is not substantial because.- While ecause.While those numbers would be a significant relaxation,the existing conditions of the block must �! acknowledged.We are requesting to build an addition that would be increasing the siz of this d elling'`to=be ` �� the median size house on this block,as the extreme end is still 1,500 sgft larger than o proposal. 4. The variance will NOT have an adverse effect or impact on theplysical or eszvironme11 conditions in the NOV ® 8 z023 neighborbood or district because: l OOf � Most lots on East Gillette are of nearly identical sizing.Most houses are of a similar setback distance- and-therefor granting a front yard setback would not change the character of the neighborhood. Several dwellings are closer than 30'to the front property line.As an example,the adjacent lot to the south has a (2) story dwelling at approximately the same setback distance. The two adjacent parcels to the south have dwellings approximately 4,000 sgft in size(lots 4-21,4-22). Other dwelling further south ranges from 3,600 to 3,800 sqft(lots 3-22,4-25). On the north side of this block,a house on a similar sized lot is approximately 4,400 (lot 3-11),and across the street approx. 2,700 (lot 4-18). 5.Has the alleged difirulty been self-created?{ ) Yes, or{X }No Why: This dwelling was constructed in 1993 without requiring a zoning appeal.The R40 designation applied to this small lot in the past was not chosen by the original owner or the current. Are there any Covenants or Restrictions concerning this land? {x} No { } Yes (please furnish a copy) Steven Affelt(Authorize Agent) Steven Affelt,AIA Phone (631)553-6333 PO Box 762 Great River,NY 11739 APPLICANT'S PROJECT DESCRIPTION APPLICANT: Nicholas Demitrack c/o Steven Affelt DATE PREPARED: 05-30-23 1.For Demolition of Existing Building Areas Please describe areas being removed: No removals or demolitions 9�a✓'�'llf �' 11 Nov 0 0 2023 II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 12'-6" X23'-0" _ - Dimensions of new second floor: 24'-3" x 58'-5" Dimensions of floor above second level: 120 sqft Height(from finished ground to top of ridge): 29' 1-1/4" Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor: NO III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Single floor one family dwelling with full height basement. Existing single car garage, 1 full bath, 1 powder room. Rear wood deck. 3 bedrooms galley kitchen. Number of Floors and Changes WITH Alterations: Proposed 2 story single family dwelling with full height basement and single car garage. Enlarged kitchen, 1 st FL great room addition. 2nd FL den, office, new master bath and second fl balcony. New front porch. IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 1,558 Proposed increase of building coverage: 513 Square footage of your lot: 10,000 Percentage of coverage of your lot by building area: V.Purpose of New Construction: Expand dwelling for full time occupancy of owner. Expand galley kitchen, increase entertainment space, add home office for telework, maximize scenic views. VI.Please describe the land contours(flat,slope%,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): Very flat, suburban neighborhood. Neighborhood is adjacent to AG use. Site does not hinder code compliance in anyway. Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/201 n qI r NA I LELLFlwf (� otary Public-State of Ne,,v*rk f N0. 01 LE6165677 1 Qualified in Suffolk C un A)V�,m 4LV- ;aO?3 &� My Commission Expires_. ? QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes x No ": TA FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. IVED CERTIFICATE OF OCCUPANCYFMOV � r 0 2023 No Z-23772 Date JULY 14, 1995 THIS CERTIFIES that the building NEW DWELLING'"=__ -" s Location of Property 1255 EAST GILETTE DRIVE EAST MARION, N.X. House No. Street Hamlet County Tax Map No. 1000 Section 38 Block 4 Lot 20 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 24, 1993 pursuant to which Building Permit No. 21650-Z dated SEPTEMBER 8, 1993 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH ATTACHED ^.MUM & DECK AS APPLIED FOR The certificate is issued to REGINA GARGANI (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 92-SO-60-JAN. 30, 1995 UNDERWRITERS CERTIFICATE NO. N-302407 - JAN. 18, 1994 PLUMBERS CERTIFICATION DATED JUNE 28, 1995 - MATTITUCK PLUMING & HEAT. O (GL ding In pector Rev. 1/81 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for arty special use permit, site plan approval,use variance, area variance or subdivisio approval on property within an agricultural district OR within 500 feet of a farm operation located in an agicultura2ditrict.'.i, All applications requiring an agricultural data statement must be refeved to the Suffolk County I Department of Planning in accordance with Section 239m and 239n of the GeMunicipal , , eral- ' Law. i ._ 1. Name of Applicant: Nicholas Demitrack CIO Steven Affelt 2. Address of Applicant: 1255 E. Gillette Dr East Marion, NY 3. Name of Land Owner(if other than Applicant): NIA 4. Address of Land Owner: NIA 5. Description of Proposed Project: Proposed 2 story single family dwelling with full height basement and single car garage. 6. Location of Property: (road and Tax map number) 1255 E. Gillette Dr East Marion 11939 1000-38:00-04.00-020.000 7. Is the parcel within 500 feet of a farm operation? {x} Yes { } No 8. Is this parcel actively farmed? {x} Yes { } No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937) or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1 6500 Main Rd. East Marion LLC CIO Solow Realty & Development �` 1 . 13 2. 9 W 57TH Suite 4500 New York, NY 10019 3. 4. 5. 6. (Please use the b ck t page if there are additional property owners) -i -7 23 Signature of MpIica t Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may l/ e' i p y provide any additional information which you b e_xe..will�be-needed"by o us fiz. to the lead agency;attach additional pages as necessary to supplement any item. ; _ Part 1 -Project and Sponsor Information NOV Name of Action or Project: , _ p'� z;. Demitrack Addition - - Project Location(describe,and attach a location map): 1255 E. Gillette Dr East Marion, NY 11939 Brief Description of Proposed Action: Proposed 2 story single family dwelling _ with full height basement and single car garage. Enlarged kitchen, 1 st FL great room addition. 2nd FL'den, office, new master bath and-second fl balcony. New front.porch: Name of Applicant or Sponsor: Telephone:. (631) ,553-6333 Steven Affelt E-Mail: steve.affelt@gmail.com Address: PO Box 762 City/PO: State: Zip Code:. Great River NY 11739 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: X 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? 0.05 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.22 acres 4. Check all land uses that occur on,adjoining and near the proposed action. b Urban ❑Rural(non-agriculture) ❑Industrial. ❑ Commercial X Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4- 5. Is the proposed action, NO IYESN/Aa.A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? , - l6. Is the proposed action consistent with the predominant character of the exi ting built 6r-nafural YES landscape? X 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: - , u -- X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X 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: X 10. Will the proposed action connect to an existing public/private water supply? NO 'YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: X 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? X b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X 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: El Shoreline El Forest 'ElAgricultural/grasslands El 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? X 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, a.Will storm water discharges flow to adjacent properties? IN NO ❑YES X 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 impoundme... NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location ran-active-or closed_ NO YES solid waste management facility? If Yes,describe: � X 1 �11f111 R 2n2a t1 LUL 7 20.Has the site of the proposed action or an adjoining property been the subject'ofremedi on(ons g OK; �,-NO' YES completed)for hazardous waste? �. If Yes,describe: 40�� X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name. S en Date: 05/30/23 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? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. , Will the proposed action impair the character or quality of the existing community?, 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5., Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructurefor mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy,and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 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)? 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-te�im and cumulative impacts. f I i I/ i . I I i ❑ 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. 11 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: I Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) r Page 4 of 4 Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) NIOV 2023 I, Nicholas Demitrackresiding at 1255 E. Gillette Dr ` ,�„; �,_ ._� Of Appcw (Print property owner's name) (Mailing Address) East Marion, NY 11939 do hereby authorize Steven Affelt (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (O er's ignature Nicholas Demitrack (Print Owner's Name) AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Steven Affelt (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit X Variance X Trustee Permit Change of Zone Coastal Erosion O NOV 08 202:3 Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have.a_relationship with-any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO 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 N/A Title or position of that person . N/A 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 that 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 2� Submitted this day of ,20 Signature Print Name Steven Affelt APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME• Nicholas Demitrack �D (Last name,first name,middle initial,unless you are applying in the name of someone elsether entityssuch-ara—– " * company.If so,indicate the other person's or company's name.) o TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit X NOV 8 2023 Variance X Trustee Permit XX Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO 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 N/A Title or position of that person N/A 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 that 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 day ,20 Signature_ 21 )�� Print Name Nichola emitrack Town of Southold 1�� LWRP CONSISTENCY ASSESSMENT FO A. INSTRUCTIONS !+ -'+' 2023 1. All applicants for permits* including Town of Southold agencies, shall lcomplete..this-,G ' F for proposed actions that are subject to the Town of Southold Waterfront Consistency Review La This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 -20 The Application has been submitted to(check appropriate response): Town Board Ei Planning Dept. FxF Building Dept. 0 Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital 0 construction,planning activity,agency regulation, land transaction) (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval, license,certification: Nature and extent of action: Proposed second story addition and rear addition. r V t TOWN OF SOUTHOLD PROPERTY RECORD OWNER r r, fir STREET r VILLAGE DIST SIIB. : 101 - t lvv} i n f lC7r1 t (ASCI FORMER OWNER 'm'4 ^, + 4.i N E ACR. e L I:ivt e. G r p r r n r ';' t I� a /r'.. Cr=r. % S W TYPE OF BUILDING RES._ SEAS. VLh,t FARM -COMM. CB. MISC. Mkt. Value -- LAND IMP. TOTAL DATE REMARKS 1 r # tI l ' , S :- LJ 1 jt! tt?S"t't .�• r', k �` {i' �}t /.f�y'`— ! I�ff '°(e^ y d�.tt�+ .a �i •i�Jfjf jrrf3lf. Gl, •..j �� tF ...lF.�.. (,.` .Y,t /,l �J �Y'Y ✓r' ft{_ G'(Ji t;iMl I d j'lts f�('�e."ti/.F��t�t !� �.. `r,�. ._ Ji !'L•� r„ ,�?_� 1F 7�� 1 N h, f L fL7 r '� r td f :'' tui i�Fy f q , t JJ �/ ilr7'P7,r;f!r.." r er.JP BUi D I N G,,C,0NDITI r ? a r ' Q W 1I toy'r F 4_..e(4':o''iC?-d=; 1 t` C.-< t'r l Ij ! I NEW NORMAL BELOW ABO FARM Acre Value Per Value Acre Ci—L.I�<. 1 i;n . .✓+- 4r-+ t lCt!„ .w,V,J- `L:' �',t., r*t'aiv Tillable 1 a�, 1' `'✓a �� �!:_ ra_ry. Tillable 2 Tillable 3 _— Woodland Swampland FRONTAGE ON WATER Brushlond FRONTAGE ON ROAD 3 House Plot DEPTH —� BULKHEAD Total DOCK F 1+1 LOR .1— - — _, . !� > I �I ({t ' AM 1 l+ � )Y1 `tom I "ki�V.r:`. wt:t" i;#:�,.yr y''-n^va• -t': .r.s.�.`ry."' - 1 ' i 'a;^h�' �'-: . � `�e`,,'„e��«vwi'r' t'..c:.�'..-_ .^.t'•�i":. gra:�'� I f I }:�i?•.:'.c..3,J1.�':!9.n..>c.. .. �L..r..�.Y q. >.e^,Y.�:_..x: �h. .A. 4°...._..y I — _ .�t_ 38:3-25 3/11/2020 Foundation , Bath Dinette � �_, C. Extensiona•n �tra Basement 4 j Floors K. — Extg�nsion 17 X { ., rF�(� Ext. Walls ✓tr ` r`, Interior Finish ✓ LR.' y'r w Extension I (Fire Place Heat '4 DR. --- < (Type Rcof Rooms 1st Floor BR. Porch Recreation Room Rooms 2nd Floor FIN. B. Porch !Dormer — Breezeway Driveway Garage t1. V 5:,Q 7�'(2_ `" Patio "a. "t�:� L O. B. -- Total K ` 1 4V TOWN OF SOUTHOW� PROPERTY �cCURD CARD STREET ,:` VILLAGE DIST SUB.: LOT' ;_"V li"L :=Y=*, `` t rr✓� "�IIGWL.�i ~`" t ;' �-LL``l"" r ____fi FORMER OWNER fid. 5�<✓f5 f' t"r N E ACR.» `�� ,--F..s .!`�a``�rre•'—/.AL'S e7 � I ttt+d'`(f: Iii :Fi3 i•=i t�1; P, S W TYPE OF BUILDING RES. I r,t SEAS. VL- r.y FARM COMM. CB, MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS } / h ' ��.�.�-.•4�� i''.r.- 1'G� a f�`7^"�'.d�`�.T.�'h� i?13 t��G�tL.���".�_(,F�? ^?Tf;, i,•_ . .J t1 � •S' V �p .-�"l's'�.:%�.�,}F �r ,'J t`.-'»'«^per '� "J..l.•i_"" ��,;, � �'1 �4T�"jI�`e' .°vhf�•- '�t::: ;J�' C� j r.t� �`` c" to .� U J !"{�.},... ,'"lq I't s�•c�' �'i'bU '��� � 'v� � r r 1 / f ,r^ iSJ_ -•' `.1 °;-✓`..�>F -'.. '�z; }'r. 'Yr't B»�iILDINGNDITII �I y Er '� z CG";l 6:°ff NEN'y NORMAL ' BEL V r, 6OYE.n'° FARM t Acre ' Value Per -value. M On S�ick7wJA 2 ��f ?t9 Tillable 1 Tillable 2 Tillable 3 � Woodland Swampland FRONTAGE ON WATER Brushlond FRONTAGE ON }LOAD � House Plot DEPTH BULKHEAD Total DOCK I r TOWN OF SOUTHOLD PROPERTY �eec:IvRv" CARD LL OWNER STREET ",ir'-� VILLAGE DIST, SUB. {,- LOT % y �'4 �l}'J�Y 1 d .1`yp�i',� VY i tE•' r'/�' .FORMER OWN vkl� tl;b, ru T N E ACR. LI•cri 7� (}r '• ;7 Mki+iUr' C-�trovL rv< S W TYPE OF BUILDING RES. SEAS. VL. yy FARM COMM. CB. MISC, Mkt. Value LAND IMP. TOTAL DATE REMARKS In Lrtt �� a� I-LI�1� 5Z Liini,, 7 Ms127 2- "Z-3 -do-11f 7�7 lr`i�; r)Q AGE BUILDING CONDITION NEW . NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH r I 1BULKHEAD Total { DOCK V R • ti 12- iz r - r_ IT38-3-24.1 1104 - -Mr Bld _ : Foundation, c Bdtii I� Dinette- . 5 :t - .. Extension :. ; 1 aserrient Cree,J� Floors ' K Extensif=" Ext. Wolfs on Interior.Finis�i s'..c.' '4q, Ezterisio , n, r 0 t Esq 5., m �a.f7d, Fire,Place. Q� Heat D2 . . J ype'. Roof Rooms lst;Eloor R. sr - a' Rooms 2nd Floor. FIN. B. Porch , , ,r: �p t-� yc ,.ec eeatian Room :Porch ormer Breezeway Driveway GarageTal -Patio ?'2� r' Yr , I,--V � vdx �_ e _ t�f ' • TOWN. ,OF SOUTHOLD PROPERTY *cCORD CARD, WrNrR E_ i70 STREET r<'.'. VILLAGE DIST SUB. :s` LOT 'arr t�.r7 FORMER OWNER A`A/I C.:' u 1 V. N E ACR: IA r e.- ! ;vt} S W TYPE OF BUILDING RES, SEAS. )VL. s FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS J y-:&-J) qJ) ) f t -h �9�,P 1�_&- P{,/''] .m e,,,r,r��1.' '"1:..�i'rt`i 1�P�' t% "t ''':'d ,f'r;F•^.�r�''a�.',�' t a �k ; "� .h ., thJ .rte ' tt,f✓t I/ t' :1�' CP±Y r ....�.t r ..,,•. '.� ,�,dr,:Jf`? E..j1;7 �,7 {t (i w}• . 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N L!C/ 7M' Q CL SNCa if+ m 2l`.Sf!x [t Y '14 J. :•t. - Total ry (nf) i. .f 1i 2.t ^. 2+Ze��xkN – outholdtownn . 8�b2ccd7-559c-4fb1-9e9e-fd6ff808883c lumf@s ov y l; I AFFIDAVIT OF PUBLICATION The Suffolk Times 1 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,JANUARY 4, 2024 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold,the following"IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 11971-0959,on THURSDAY, JANUARY 4,2024: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:00 A.M.-NORTH FORK PROJECT,LLC#7859-Request for a Variance from Article XXIII,Section 280- 121;and the Building Inspector's August 15, 2023,Amended October 4, 2023 Notice of Disapproval based on an application for a permit to construct interior alterations to an existing non-habitable accessory tower structure to be used as conditioned habitable space with storage;at 1) proposed use as conditioned, habitable space is not permitted;located at 5670 West Mill Road,(Adj.to Mattituck Creek) Mattituck, NY. SCTM No. 1000-106-6-4.1. 10:10 A.M.-TRACY HELLER AND MATTHEW GLASSMAN#7863-Request for a Variance from Article XXII, Section 280-116A(1);and the Building Inspector's September 25,2023,Notice of Disapproval based on an application for a permit to construct a dormer addition to an existing single family dwelling;at 1) located less than the minimum code required 100 feet from the top of the bluff; located at 4995 Nassau Point Road, (adj.to Little Peconic Bay) Cutchogue,NY.SCTM No. 1000-111-9-11. 10:20 A.M.-BRUCE KIM#7860SE-Applicant requests a Special Exception under Article III,Section 280- 13B(13). The Applicant Is owner.of the subject property requesting authorization to establish an Accessory Apartment in an existing accessory structure;at: 300 Birch Road,Southold, NY.SCTM#1000-54-9-18.1. 10:20 A.M.-BRUCE KIM #7860SE-Request for Variances from Article XXIII Code Section 280-123 and the Building Inspector's December 8,2023 Notice of Disapproval based on an application for building permit to construct an addition to an existing accessory structure at; 1)a nonconforming building containing a nonconforming use shall not be enlarged,reconstructed,structurally altered or moved,unless such building is changed to a conforming use,located at:300 Birch Road,Southold, NY.SCTM#1000-54-9-18.1. SOUTHOLD TOWN BD OF APPLS 2 t 8ab2ccd7-559c-4fb1-9e9e-fd6ff808883c kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times 10:30 A.M.—EDWIN J. PISANI#7868SE-Applicant requests a Special Exception under Article III,Section 280-13B(13). The Applicant is owner of the subject property requesting authorization to establish an Accessory Apartment in an existing accessory structure;at:7180 Peconic Bay Boulevard,Laurel,NY. SCTM#1000-126-11-9.1. 10:40 A.M.-SEAN AND CATHARINE NORRIS #7861SE—The applicants request a Special Exception under Article III Section 280-13B(14).The Applicants are the owners requesting authorization to establish an Accessory Bed and Breakfast, accessory and incidental to the residential occupancy in this single-family dwelling,with one(1) bedroom for lodging and serving of breakfast to the B&B casual,transient roomers. Located at:30325 Main Road,Cutchogue,NY.SCTM#1000-102-2-18. 10:50 A.M.-ANDREA TESE/800 JACKSON STREET, LLC#7862SE—The applicant requests a Special Exception under Article III,Section 280-13B(13). The Applicant is owner of the subject property requesting authorization to establish an Accessory Apartment in an existing accessory structure;at:800 Jackson Street, (Adj.to the Great Peconic Bay) New Suffolk, NY.SCTM#1000-117-10-5. 11:00 A.M.-SHARON NASSI/15105 OREGON ROAD,LLC#7865SE—The applicants request a Special Exception under Article III Section 280-13B(14),The Applicant is the owner requesting authorization to establish an Accessory Bed and Breakfast,accessory and incidental to the residential occupancy in this single-family dwelling,with five(5)bedrooms for lodging and serving of breakfast to the Bed &Breakfast casual,transient roomers. Located at: 15105 Oregon Road,Cutchogue, NY.SCTM#1000-73-1-1. 11:10 A.M.-SHARON NASSI/15105 OREGON ROAD,LLC#7870—Request for a Variance from Article XXII, Section 280-105C(3);and the Building Inspector's October 4,2023, Notice of Disapproval based on an application for a permit to legalize an'as built'deer fence;at 1) located in the front yard is not permitted; located at 15105 Oregon Road,Cutchogue, NY.SCTM No. 1000-73-1-1 1:00 P.M.-4690 MILL LANE, LLC/BERT#7864—Request for a Variance from Article III,Section 280-14; and the Building Inspector's August 17,2023, Notice of Disapproval based on an application for a permit to construct addition and alterations to an existing single family dwelling;at 1) located less than the code required minimum front yard setback of 60 feet;located at 4690 Mill Lane,Mattituck,NY.SCTM No. 1000- 100-4-2.1. 1:10 P.M.-RICHARD STALZER#7866—Request for a Variance from Article XXIII,Section 280-124;and the Building Inspector's October 31, 2023, Notice of Disapproval based on an application for a permit to construct a sunroom addition to an existing single family dwelling;at 1) located less than the code required minimum side yard setback of 10 feet;located at 2600 South Harbor Road,Southold, NY,SCTM No. 1000- 75-7-7.1. 1:20 P.M. -NICHOLAS DEMITRACK#7867—Request for Variances from Article XXIII,Section 280-124; Article XXXVI,Section 280-207;and the Building Inspector's November 8,2023,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at 1) located less than the code required minimum front yard setback of 35 feet;2) located less than the code SOUTHOLD TOWN BD OF APPLS 3 8a b2ccd7-559c-4fb 1-9e9e-fd 0808883c kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times required minimum rear yard setback of 35 feet;3)more than the code permitted maximum lot coverage of I 20%;4)gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area; located at 1255 East Gillette Drive, East Marion, NY.SCTM No. 1000-38-4-20. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228:2040/weblinl(/Browse.aspx?dbid=0. If you have questions,please telephone our office at(631)765-1809,or by email: kimf@southoldtownny.gov. Dated: December 21,2023 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E. Fuentes 54375 Main Road (Office Location) P.O. Box 1179,Southold, NY 11971 SOUTHOLD TOWN BD OF APPLS 4 8a b2ccd7-559c-4fb 1-9e9e-fd 0808883c kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk, t The undersigned is the authorized designee of The Suffolk Times,a Weekly Newspaper published in Suffolk County,New York. I certify that the public notice,a printed copy of which is attached hereto, was printed and published in this newspaper on the following dates: December 28,2023 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record in this county,and as such,is eligible to publish such notices. Signature Christina Henlce Rea Printed Name Subscribed and sworn to before me, This 29 day of December 2023 otary Slgnatur �Gli AS w STATE�RFy i OF NEW YORK'\ NOTARY .j = Nota Public Stam QuOl lad In Albany county / Notary p r 00\` 01RES398443 N G � i�2ljss��� /�NlexP��g\��. SOUTHOLD TOWN BD OF APPLS 1 BOARD MEMBERS OF SOU Southold Town Hall Leslie Kanes Weisman,Chairperson O�� ry�l 53095 Main Road•P.O.Box 1179 Patricia Acampora O Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento �Q 54375 Main Road(at Youngs Avenue) coum�\ Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, JANUARY 4, 2024 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, JANUARY 4, 2024: 1:20 P.M. - NICHOLAS DEMITRACK #7867 — Request for Variances from Article XXIII, Section 280-124; Article XXXVI, Section 280-207; and the Building Inspector's November 8, 2023, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at 1) located less than the code required minimum front yard property line setback of 35 feet; 2) located less than the code required minimum rear yard property line setback of 35 feet; 3) more than the code permitted maximum lot coverage of 20%; 4) gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area; located at 1255 East Gillette Drive, East Marion, NY. SCTM No. 1000-38-4-20. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Link: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631) 765-1809, or by email: kimf@southoldtownny.gov. Dated: December 21, 2023 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 0-Min Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 �r f SUS Ot 4- �•,d C r V� Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 }� Southold,New York 11971-0959 Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: December 4, 2023 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; Pursuant to the New York State Governor's announcement lifting many COVID-19 restrictions, the Town will now resume IN-PERSON meetings that are open to the public. For those who wish to attend the meeting virtually, for health and safety reasons, we will continue via Zoom Webinar, as well. Therefore, the January 4, 2024 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. `Below,`please,see instructions required to prepare for the ZBA public hearing which includes: ,PLEASE READ CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing, to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no latter than December 27, 2023. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property.If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by December 27, 2023, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your Property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. Instructions for ZBA Public Hearing Page 2 MAILING INSTRUCTIONS: Please send by USPS Certified Mail, Return Receipt the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. We ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by December 18,2023. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtownny.gov or elizabeth.sakarellos@town.southold.Liy.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http:H24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also, the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors> Assessment Books/Tax Rolls> https:Hsoutholdtownny.gov/D ocumentC enter/View/9694/TentativeRoll2O23 IMPORTANT INSTRUCTIONS: Scan and email the'USPS mailing. receipts- green signature cards and affidavits to dkimf(a,soutlioldtownny.gov,and ** PROMPTLY USPS MAIL** the ORIGINALS to 'the Town of Southold, ZBA, P.O. Box 1179, Southold, NY 11971'. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Kim E. Fuentes—Board Assistant ( Las' erfiche Instructions, for ..Zoning Board of Appeals Records �ie�M'•�� xarc n Q Mi DIA F Governmen Services isiritt How Do L.. 1 gp 1 JJL 'ff'' '°j"✓'X•' f`. i .': :�' ndaifi' TownCoifE' Onlla"['S "e ts'.' •.TatvnRec»�ds. `Eomii,,;' n„ l°.titM?Ixi r.'/•,y "r� e` C,S n!�.. '. . S' �:''S u to tceris'e''•I .'/' - linittesIS:latr Gilts_'-• leGAnkit`uitirStFic: .4brniifAi�caiiotii _-.;..-u,1"I"', iC.::...c.:.�.%.' „ ilniirr•Liinw- - __ _' r�lt�::.r�.:i L.:.�a'/'.....;c.s,..GaL...�e -ssisitine:n.. Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Lasertiehe WehLink Nywenurk•-wP:nSn<n-s;nooc Home Browse Search To—OtSouthold TownOfSouih°Id Name Page munt --•- � -• , Town Clerk z Entry Properties Path .-Tru t.5 T—nofl-q;ld Zoning Board of Appeah(ZSA) Creation dace •• "' "" .15.20t„:f:52.d!Ah, Pap2 of Z ;:;,,j « 2 29 Entries Lwtmodfied _ •� 1:t'J2G:'%E%iTi2%AM1 s Metadata hu mewdat.+assig:Kl Above: -The second of two pages you will find"Zoning Board of Appeals (ZBA)"in the list of Town of Southold Departments. Click the Zoning Board of Appeals(ZBA)folder/link. Laserfiche Instructions ZBA Files Page 2 Laserfiche WehLink - ayvr°nL:nk:Hero At-1 sign�,t Home Browse Search rownotloumcJd>Zoning Board of Appeals(ZBA) Zoning Board df Appeals Name Page count ',.TempL3terwme (ZBA) 1,1?Board esti—dl, Entry Properties Board Ac[icre laseffiche Search Guides Path Meeting 51hedules "'o1vr,Cf'_touEfYild-1c:ting Boar of Appeals(ZBA) MinureslAgendaVl-cgal NohceslHearings Creation date �M Pending 71`,,i;GO'12:"f.16 PN, n Reports Last modified n Speoal Event Permits 5/7.37201 i 1.:AM uJ Traln:ng Requirements ZBA Offs—is 2 Metadata t�Z9A Polices i':O mP1 n'fat?asrylnd (:xceoti—Last Code 280-1Cc 31 Iurodicdon Listing j Z9A Book of Mapped 1977 Existing Lots 189 —dwe&P.—Ift :ym/nmhtJp+p_,mwreUses2 ;c�eulk 5ch=dules Agreements,Contracts&Leases Page I of 1 1d=_ntrles Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Laserfiche WebLink syweu;ne•r-=o. About 5,nna Home Browse Search TMnCfSouth0:, r ZOrn:�g 30arl of Appeals(.9A(+Board Actions Board Actions Mame Page count Templafetmme :s 5957-1973 Entry Properties 1980-1999 Path „S 2000 T0lvnpf5cu:iralC•Zcni•:g BOord ql Ap(a1r'S;ZE4AK(%1rd At 5::rr. :_�'1 2001 Creation date 7?2002 %1612 E[2::SS Fch ,^Z 2003 Last modified n 2004 5:2&2017 11:35:07 AM p�2005 R MC[ddd[a 2006 i'.0 rctetedatz zss Ed ',j 2007 gn 2008 r'_009 __...._.._.__._....._. "�2010 &Roults 1hh7pap-smeaeNse�� �2015 2012 ki 2013 4 2014 2015 t3 2016 2017 Pending r,r.heilN�:nemmThen!W P�7t-'ntuxlhtii c�.,� ...1 �.._.__ Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche Instructions ZBA Files Page 3 fume Browse ird•:h 2 2017 I 1688 as It.,AD,— Enoyp psrdxs 69J3 N_ path f 6997 93 -1D d—.1 Creatio,clat, 71 —1d m 2 7. ..rd Acnans Last eD,Jified Y 141 asted'..Is 5 aJ Deant x"ada,d asloboard KTcns sa Board KGona 6i 20:9 sa ...'d a''02• 59 9oard Keens .0 7— 71 ..a m23 Sas Boats Kt•.ana 1 as beard Kfions .23 218 a..'a aos 73 Board 0-027 ZO Board i'7.7e2a v _1d acpons X029 3 ard—.11 .- Above: See listed File Numbers. Click on file you are,searching. cashel Above: In addition searching by file no.You can also use the above search tool by typing the name or title of the applicant. Laserfiche WebUnk Cale, Home Browse search 0,st.—search 'art-suits by, Relevance Re—da M—cemlIa Ssislt:h -1 7016 1UBoard Actions 83 page(') field n- Ch­c field J Page count:83 Template name:Board Actions ResetDp.p 3...:cahr.and Knsten Cashel DROPERW LOCATION:162 Lower Shingle H,11.Fisher Dag-4...19,2017:7016.Cashel SCTIVI No 1DOO-9.1-26minimus aporwaitoremo... Dag- ...y 192017 97016,Ca,h,l SCTM No.I000-9-1-26 GRANT,the vanances as 5—h— 'age 9 COLIN&KRISTEN CASHEL SECTION 099 BLOC Dage 20...Thomas Ahigren(Cashel).DO Box 342 Fshers IslandAY... Show more information 7018 Board Actions-56 page(sl Page count:56 Template name:Board Action$ rage A..Ill.-COLIN U—MIL AND V111---dc'11,U11.I U.SeCt­ANN KRISTEN CASHEL#7DI6 Req—proposea trellis located In otherha... Show more information... Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.4-1. Laserfiche Instructions ZBA Files I Page 4 Laserfiche WebLink Myw=oum: 1ielp •b-1 Home Browse Search TosmOfsouthold>Zoning 80ard of AUP�als(ZBA)>MmutevAgendastLegal NoticevHearings Minutes/Agendas/Legal N... Page count .,'Temptateoiq,e ' Notices/Hearings '"1,1957-1979 A Entrylaropertles .^19E0-1999 _........... .......... ... .. - 2,20002009 Path 2010TavnOtsoutho:d`Zanin°_Board Ot App,111S 2011 iZBA S.t3-UZe!C A gendavieg3l 201z Noticesti leanngt Creation date "201.3 71?;11001 2:57:40 P!vl ;2014 Last modified ,,-.1 2015 i2r76201 ti�'5:74?f>D ,3 2016 2 Metadata a 2017 idometadare assrned Page I of 1 11 Ent, .......en ,...a.�..x was n<. •n tav c*,mew•s,.•sw.ra,stu•�:�r..-y,e,,:,,..a Above:Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche WebLink ® btywebl-ink 'Help I Al ut i Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA)>Minutes/Agendas/Legal Nptices/HeanngS>2017 Name -age taunt Template name 2017 ZB.4-01105/2017 z Entry Properties ZBA-01105/2017 Agenda 4 Pa[hZBA-01/05!2017 Hearing 40 rOWnOi 50LttNJ10'�0ning 30ard Oi Appeals Z8.4-01!051201 i LN 3 - (Z6A)\M1nute5.'AgenOaSLe4J1 2B.4-01/19/2017 2 NodceS/H earing5\2017 ZBA-01/1912017 Agenda 2 Creation date 12i16120162:15:to PNI yZBA-02102/2017 7 Last modified ,j ZBA-02/0212017 Agenda 4 6/19/7017-4 ST59 JIM Z13A-02!0212017 Hearing 45 Metadata ZBA-02/0212017 LN 3 ZBA-02/16/2017 Agenda 3 No n,etadala assigned 3 ZBA-02n 6/2017 Specal :,d—Bt Eesuhs 1 d ZBA-0310212017 7 ,m/hea1th/pap-smear4UseiZ i j ZBA-0310212017 Agenda 4 ZBA-0310212017 Hearing 65 J ZBA-03102/2017 214 3 ZBA-03116/2017 Agenda 3 ZBA-03!16/2017 Specal 3 j ZBA-04!06/2017 5 ZBA-04/062017 Agenda 4 ZBA.04/06/2017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. rl �Tlt,, ur r�Rl �� t� " ie following application will be heard by the Southold Town Foard of Appeals at Town Hall, 53095 Main Road, Southold: " ie application will also be available VIA ZOOM , WEBINARm F 3Ilow linkmhttp://southoldtownny.gov/calendar . 'AME : DEMITRACK , NICHOLAS #7867 ' CTM # mE 1 000-38-4-20 ' VARIANCE : YARD SETBACKS, LOT COVERAGE , EXCEEDING GROSS FLOOR AREA BEQUEST: CONSTRUCT ADDITIONS AND ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING DATE : THURS . JAN . 4, 2024 10020 PM You may review the file(s) on the town's website under Town RecordslWeblink: ZBAIBoard Actions/Pending. ZBA Office Telephone (631 ) 765-1809 TOWN OF SOUTHOLD � �. ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS (Name of Applicant/Owner) 1255 C.0 CA,t g=- o\7-f-ASI-MMon SCTM No. 1000- �y 'Z 0 (Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ( ) Owner, (x) Agent �Ivu-, � residing at �'� l Lcr-s(D E- bR- al VCZ New York, being duly sworn, deposes and says that: On theday of 06tCSvvtVC , 20 , I personally mailed at the United States Post Office in 6"AJ-?A vC- -- ,New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the ( ) Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. ature) Rq yV Sworn to before e this R 6 5�g/��,,��= Z y of „ , 202%5 ��Q:' GQs�o�,t4 \3 No�Fo��cEXs Y= SVFGO"CO3 (Nota y Public) PUe�� ,,,,q:T'••• N PLEASE list on the back of this Affidavit or on a sheet of PAV " 8t;"the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. U.S. Postal Service"4 F CERTIFIED MAILPAECEIPT U,.Si Postal Service"" ru Domestic:Ma Ir ironlk CERTIFIED MAV RECE[PT C3' Optn6stic Mail Only New ru al ID PPRIM 17 nj Er- Certified Mail Fee C17 ru 1; ru 3.55 rr UiElrlffied mail Fee V4. Extra Services&Fees(check bc)4 add fee to) ❑ $ Return Receipt(hardcopy) M $ ru 5 W Extra Services&Fees(Checkboy addfbsj�&;jjW4ta) El Return Receipt(electronic) $ C3 V65tmark ...........W 1� C3 [I Certified Mail Restricted Delivery $ Return Receipt(hardcopy) $ $ C3 El Adult Signature Required H& rti ❑Return Receipt(electronic) 41 ;&1mark $ 1--3 El Certified Mail Restricted Delivery $ 4. []Adult Signature Restricted Delivery$ 6 C3 0 Adult Signature Required [:]Adult Signature Restricted Delivery$ C3 Postage 2 C3 stage $0.90 $--id.on 12?�, T.� Z5 C3 $ V1.%jage and Fees R1 M age and Fees ni M4f24&A $ -------- - ------------ Sent To C3 --------------------------------------- Rvt ya ffd. ru rLi --- ---- I r Box ------------------------------------------------ C3 �NiiiiVLdA It a it, 0 Y oo I Ci No ----------- -`----------------------------------------------------------------r r City -- State,ZIP U.S.; Postal :Service7" @ Ice I TNI -U.S..Postal Servi I CERTIFIED MAILRECEIPT cc CERTIFIED MAIL@ RECEIPT C3 I Domestic Mail Only DoMesti Ln . c Mail Only 2. .. . . 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M Sent To $ '.f11 Z�CIC�lLMA1JrU Sent To 'C3 ------------------------------------------------------- r1i Street n or ox a L 0., ------------ r%_ E3 S_t_r_e_0_t_jndAPL No.,0rP10__B__0_x_­ff2d------------------------------------------------------- ------------------------------------------ V o,) U__ - ----------a ATIA O'n I�3 City, ---- —-------------------------------- SerVjceTM U.S. Postal Service U;S. Postal, ®R CERTIFIED MAIL RECEIPT CERTIFIED MAILP RECEIPT r- Donliestic Mail Only Dqmisisti i�Only I1`- C3 E M ru 1 511 ru ru Certified Mail Fee $ J-,j Certified Mail Fee M9,,'x 0739 He Sent -1 Streeal`A�l_N��, t 11 V J� C. . .... Zip; iY 7 e Celffied 7M.11"F M $ $3.55 M $ $3.55 rLi ox,ad fpjWatsil Extra I 111! I 1��,!I:�!,5 11, 1(check box, $dfee$f 20 ni Extra Services&Fees(check box,add fe,41,34PA-Wafe) Return Receipt(hardcopy) Return Receipt(hardcopy) ,;Aar -44�1 i $ sn.on $ X W E:1 Return Receipt(electronic) o mar rU ❑Return Receipt(electronic)C3 0 iirn'iiik _TU_,_iTJT T_ El Certified Mail Restricted Delivery ! 'C3 []Certified Mail Restricted Delivery $ C3 C3 ❑Adult Signature Required $ $0-00 E]Adult Signature Required $ ere"', C3 []Adult Sign Restricted Delivery$ Adult Signature Restricted Delivery$— atu 0 [:3 Postage o. o C3 Postage $0.90 $ 12/15/20.23' Zr 12/ 202T 'MI Mage and Fees C3 W.1 Mage and Fees r_3 $ $ Sent 'A L Lc)j nj Sent To 0 ru .... -A&A1J 0 ------------------------- :C3 �Nr_e_e,t_----A p& Street 7 or PO------ ----------- ... C3 UFV�rB--0-X--ff40 0 0� . Ttidi6ianf----- r%_ ------ -------------------7-------------- .....LCO A Z L;J -------- ---- -------------------------------------------------------- --- -------5 L ui�C ,-gtate ZIP+ ----------------------------- P(R-I v t3 �jy TOWN OF SOUTHOLD l ZONING BOARD OF APPEALS PGS 1 AYN � SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING r�w) V(( !- RAC — (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK r Tr c-1T- residing at � C �Dt `, z- rfZCkk--lZi VEY- , New York, being duly sworn, depose and say that: I am the ( ) Owner or ( ) Agent for owner of the subject property On the _day of -cum'ti�� , 2023, I personally placed the Town's Official Poster on subject property located at: �►ST OK &TIC 2l D,'J The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of -A At J �2 (Owner/Agent Signat re) G R y P/% *'' Swo before me this 2'g Day of _ abRY" 9 . �:� 9618''•Ci-� �_ Aotaryic) c° ���''4 I c® O - _ ru 0P)' ytl:iru • ; D-• Certified Mail Fee 07dp ^ 7,y M $ $3.' 20 .1. nl Extra Services&Fees(check—box,add-$OPPOR.-te) ❑Return Receipt(hardcopy) $ � O00 El Return Receipt(electronic) $ Postmark ' []Certified Mail Restricted Delivery $ III2 Here - I 0 []Adult Signature Required $ iLl.fjtJ 1 DEC 15 2023 ❑Adult Signature Restricted Delivery$ C3 Postage $0.90 $ 12/15/2023 , C3 �l"tage and Fees $ ru Sent To /oS �ups rll 1 O St�eeZandA_pt.IVo.,oFP0;8�zN--------------------- ----------- ,,�:---------------1il .(, Lit tl S. } --- ---------------- City;- t ZIP+4®-------- ------------------------------------------ 1 Wy ,j2D M. t „ ,,,•,. .$6Sr . n Complete items 1,2,and 3. NB. g re ■ Print your name and address on the reverse ❑Agent so that we can return the card to you. Addressee I N Attach this card to the back of the mailpiece, eceived by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No 4 CO)TALOS jyo q/Sr Si 61qX,b II I IIIIII IIII III I II I II II I I SII IIII I ILII IIII III 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MaiIT- ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail® Delivery 9590 9402 7540 2098 3094 30 ❑Certified Mail Restricted Delivery ❑Signature confirmation,- 0 Collect on Delivery ❑Signature Confirmation 2. Article Number 1Transfer from service label) 10 Collect on Delivery Restricted Delivery Restricted Delivery osured Mail 7022 0 410 00022392 2084 psured Man Restricted Delivery „)Ver$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt T9 THIS Sgp"TIOR. . . ■ Complete items 1,2,and 3. A. Signature t Print your name and address on the reverse X 13 Agent so that we can return the card to you. 13Addressee j III Attach this card to the back of the mailpiece, B. Re ed b lrin Name) C. Date of ry or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: El No L -0 f (]bb 3. Service Type ❑Priority Mail Express® II I IIIIII IIII ISI I II I II II I I SII IIII I III SII I II III ❑Adult Signature ❑Registered Mail ElR Adult Signature Restricted Delivery ❑Registered Mail Restricted; ❑Certified Ma118 Delivery 9590 9402 7540 2098 3094 47 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery cured Mail 7022 0 410 0002 2391 5 017 Y$5o eu Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt 1/5/24, 1:34 PM USPS.com®-USPS Tracking®Results. FAQs > USPS Tracking Tracking Number: Remove X 7 22 41000 0223927492 v 0 0 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item has been delivered to an agent for final delivery in NEW YORK, NY 10019 on December 19, 2023 at 5:36 am. Get More Out of USPS Tracking: - m USPS Tracking Plus° m a v ® Delivered to Agent I� Delivered to Agent for Final Delivery NEW YORK, NY 10019 December 19, 2023, 5:36 am Ei Notice Left(No Authorized Recipient Available) NEW YORK, NY 10019 December 18, 2023, 12:30 pm • In Transit to Next Facility December 17, 2023 Departed Post Office GREAT RIVER, NY 11739 . ' December 15, 2023, 5:27 pm USPS in possession of item GREAT RIVER, NY 11739 December 15, 2023, 3:37 pm https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70220410000223927492%2C 1/2 I 1/5/24, 1:35 PM USPS.com®-USPS Tracking®Results. USPS Tracking® FAQs > Tracking Number: Remove X 70220410000223927508 Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) r Latest Update Your item was delivered to an individual at the address at 11:39 am on December 19, 2023 in GREENPORT, NY 11944. Get More Out of USPS Tracking: TI CID USPS Tracking Plus® m n. Cr W n Pr Delivered Delivered, Left with Individual �# GREENPORT, NY 11944 December 19, 2023, 11:39 am • Redelivery Scheduled EAST MARION, NY 11939 December 18, 2023 • Notice Left (No Authorized Recipient Available) GREENPORT, NY 11944 December 18, 2023, 12:20 pm • Out for Delivery EAST MARION, NY 11939 December 18, 2023, 8:09 am • Arrived at Post Office GREENPORT, NY 11944 December 18, 2023, 7:58 am In Transit to Next Facility hftps://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70220410000223927508%2C 1/2 1/5/24, 1:35 PM USPS.com®-USPS Tracking®Results December 17, 2023 Departed Post Office GREAT RIVER, NY 11739 December 15, 2023, 5:27 pm USPS in possession of item GREAT RIVER, NY 11739 December 15, 2023, 3:35 pm Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus@ u Product Information u See Less n Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70220410000223927508%2C 2/2 1/5/24, 1:36 PM USPS.com®-USPS Tracking®Results 1 USPS Tracking® FAQs > Trackiri9 Number: "1V�1 Remove X 70220410000223922060 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update' This is a reminder to pick up your item before January 1, 2024 or your item will be returned on January 2, 2024. Please pick up the item at the EAST MARION, NY 11939 Post Office. Get More Out of USPS Tracking: m CD USPS Tracking Plus® CL v n 77 Delivery Attempt Reminder to pick up your item before January 1, 2024 !i EAST MARION, NY 11939 ii December 23, 2023 Available for Pickup EAST MARION \ 9165 MAIN RD EAST MARION NY 11939-1538 M-F 0900-1700; SAT 0900-1200 December 18, 2023, 3:52 pm Arrived at Post Office GREENPORT, NY 11944 December 18, 2023, 7:58 am 0 In Transit to Next Facility December 17, 2023 Departed Post Office GREAT RIVER, NY 11739 https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70220410000223922060%2C 1/2 1/5/24, 1:36 PM USPS.com®-USPS Tracking®Results December 15, 2023, 5:27 pm USPS in possession of item GREAT RIVER, NY 11739 December 15, 2023, 3:36 pm Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking PlusO u Product Information u See Less Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70220410000223922060%2C 2/2 3 U.S. POSTAGE PAID R r Steven Reit, AIA . ,:.- .R?�t�rf•� � � •'•�-- � � FCM LETTER PO Box 762 GREAT RIVER, NY 11731) Great River, NY 11739 I` . >uR'T DEC 15, 2023 POST6L SERYlCE¢ _ 10024 7022 0410 0002 2392 2091 = $8.80 0 RDC gg R2305K132861-20 J P' Klee - - A8f \ 51 Ne` Ni XiE 156 DE _ - U N AS_E TO i-Of AAs-0 _4 b 44Ass g7 a _ _ i? 7�'-ma s i tC i a i i 7n s 3 i ing— ni�ga�—t.a F; i s .. t„,:int�+'.4 te :'...Qt i :1 0 r 7.3_. 3 :$9341873f�.lil�.,3.3. '•33. 3..334°::.lti'3=;'eia3zs 3g;Eei?�°�?S?i93.3 e r u S ` Retail U.S. POSTAGE PAID FCM LETTER GREAT RIVER, NY 11739 Steven Affelt, ACA � DEC 15, 2023- " PO Box 762 uRSrEnsrnr5-s Great River, NY 11739 VOST4L SERYlCE6 11939 $8.80 7022 2410 3022 2392 2077 RDC 99 R2305K132861-20 f rot A,' A IA- - Pagano Joseph J '-X4 E — Pagano Barbara T _ } �' 5 V1-1�-� _ x:�k, 2435 Cedar Ln 'e.1 N S a e' P w-AX D East Marion, NY 119 _ 2- DESK K nfPei O afpill/a!l�C3��::l it —— --- • • . ON'DELIVEhY • Complete items 1,2,and 3. A. signature ■ Print your name and address on the reverse X (, '. '/ �� Agent so that we can return the card to you. ❑Addressee I ■ Attach this card to the back of the mailpiece, B Received by(Printed Name) // C.Date of Delivery or on the front if space permits. (� /,(, '!,11 1. Article Addressed to: ! D. Is delivery address different from item 17 ❑Yes i if YES,enter delivery address below: ❑No 57 J11-C �S—C)D Y�j �6wY��Z�i �� Y 601q Il�'lll'I I'll lII I II I II II I I OSI fill I I Illl I II I III 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MaiITM ❑Adult Signature Restricted Delivery q Registered Mail Restricted ❑Certified Mail® Delivery 9590 9402 7540 2098 3075 42 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery El Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery Insured Mail - 6'22 0 410 0002 2392 7492 _ (over$500)' °Reatrioted Delivery I PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt i 1 4 i I` BOARD MEMBERS rjF SOu Southold Town Hall Leslie Kanes Weisman,Chairperson O�� Tye. 53095 Main Road•P.O. Box 1179 Patricia Acampora ti O Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. N Town Annex/First Floor Nicholas Planamento 0 �Q 54375 Main Road(at Youngs Avenue) � ff Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS November 9, 2023 TOWN OF SOUTHOLD Ms. Sarah Lansdale, Director Tel. (631) 765-1809 Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #: 7867 Owner/Applicant: Demitrack, Nicholas Action Requested: construct additions and alterations to an existing single family dwelling Within 500 feet of: ( ) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land (X) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chai person By: Encls. ! Site Plan/Survey: Steve Affelt, Architect, last dated May 1, 2023 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��®F S®Ur�® P.O.Box 1179 54375 State Road Route 25 �® �® Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY CIO Telephone: 631 765-1809 http://southoldtownny.gov ZONING BOARD OF APPEALS Town of Southold January 24, 2024 Steven Affelt, AIA P.O. Box 762 Great River, NY 11739 RE: ZBA Appeal #7867 Demitrack, 1255 East Gillette Drive, East Marion SCTM No. 1000-38-4-20 Dear Mr. Affelt; Transmitted for your records is a copy of the Board's January 18, 2024, Findings, Deliberations and Determination, the original of which were filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals If you have any questions, please call the office. Sincerel , Kim E. 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I Y a: CLEAVES PONT r 92A \ . COMMON CONDO. (FOR UNIT95EE �L if / CLEAVES PONT �\ SEC.NO.038.1� N .� ( ' ' �y) ���P!!! i (COMMON AREA)`! NLLAGE CONDO. 1 ' ` �•+.. 1 QR ` N0.0382BLOCK01 j' (COMMON AREAL J 1/VC �a�) Z O (FOR UNITS SEE SEC. FD.26 j N0.0382 BLOCK 02 j fi i` y\ 'T l l+'-`c\ y 4j f l c� \ �, F��^��- ' •�`-�.,ti, � P.D.65 �,/ I�,(\V'30 7 Zo `f o_ 141-3 36 L WLE9S diNYN OIHEAw6E.ALLPROPERTIES SRAOED-A6-=STKB FOSECrpN M4P SNa.Wal � PrcpaIYaLNY Lin Peal Na 23 ARE WIfRIN THE LLOWFG DISTRCrS. ESO _ 102 __uy,_ AMBULANCE UIiND _A_ 61aRHy. O Omaaf m'Owv ---Z-- - 12.1A(e)or12.1A b E FnR 31 __ _ _ M N Fxa My La uro ------- d,m.naum 12.1 NO Gnr �+ PARK SA,A wnrER _ P_ REFUSE __R C�•Y Lne 3wMrm la l4. //aL DwtldlmaLn e, ,y D SEWER _ _S_ WABTEWATER_ _wW� en Lw ��- Moi,etg rL l'r'1� 6mmdlmeYn ea pr„_��1� WiNSeUa ----- MVV Location of action: 1255 E Gillette Dr East Marion, NY Site acreage: 100'X100' 0.22 acres Present land use: Suburban single family dwelling J 0 0 2023 Present zoning classification: R40 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: Steven Affelt (b) Mailing address: PO BOX 762 Great River, NY 11739 (c) Telephone number: Area Code ( ) (631) 553-6333 (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes Eln No 1-1 If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑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 0 No ❑ Not Applicable Y ' 1255 East GiHette Dr. East Marion Front Mark out v PorchRight Side �ront' Roof _7 NOV 0 8 2023 Front Mark out Right Side Second floor Addition and Porch Superimposed .�• ,,,�? -. ,���a®iii �. 1 P _ ' L 1 a , P• Box 762 Great River,NY 11739 Tele:(631)553-6333 steve.affelt@gmail.com - � f _ �°', �r y... _, � �',�.�. -- -- -� A., ��� I'. 1:"�: � - ;'�� .ate i ■ - R,': �ti �--� ■A' ^:�.� ■ICT ;y.. �`��.�� .� 1 F� \ _ g,� \\�. i^`�-sem _ 771 � `� •r � Y � (yn r ��- - � .� � . . ,� K r, . . •• ,,, -. .e . , .. , . _ c -. -. - t 4 ' ` '� ?{"�i�' �:.. � I I� �'hi11 i�� L6 i L vi �Y �' �. \j �_� '� -..��, moi- an.�„` • :� � � 1255 East Gillette Dr. East Marion 711 , e Front Mark Out kbl g — . , �- -- - NOV 0 S 2023 PO Box 762 Great River,NY 11739 Tele:(631)553-6333 steve.affelt@gmail.com y 1255 East Gillette Dr.East Marion Rear Mark out W. Rear Deck and 1-story Extension e 0 6 2023 Rear Mark Out Rear Deck, 1 Story Extension,2nd Story Addition v Superimposed cli PO Box 762 Great River,NY 11739 Tele:(631)553-6333 steve.affelt@gmail.com g•. . c 'q•, S' �.r'� tea'.•y.:, ,. -�t ���. .- is wir iY Aim 41 so ,R n...' ,., ..�.:..,........ .. FW i' • i• I . • t. Z ���� ilk �tlg. , : � � �..� �• . .:.. Y � :- -iT 'o�e, 1�111 ' • 1 ire: ">r;�;��• ' ' IK r{- + / .�.• ,Y i{�'. '.rya'" • •• .• .r,}•• � -141; 10i_ /v TOWN OF SOUTHOLD PROPERTY RECORD i WNER STREET ? VILLAGE DIST. SUB. LOTrA 00 - FORMER OWNER N E ACR. S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value �-- LAND 1110P. TOTAL DATE REMARKS 3� 7), r � --- ,`� , ; ► ��3� 4 — S md — - — --- ` -- - - - - _ a o•7 4 -� I f ✓" 'G NEW NORMAL"" ELOWV kr� � r L, V'a . ^,x 4s4 - ��v���.,,t��c�.c _` ��1,t a tJAL- FARM Acre Value Per Value Ac re Tillable 1 Tillable 2 Tillable 3 Woodland --- ------------ Swampland FRONTAGE ON WATER j Brushland FRONTAGE ON ROAD - -- - House Piot DEPTH BULKHEAD - I Total DOCK I t ti I � COLOR t 21- IRA, TRIM' T�t i 70, X_ Jr . e!L* rte I 1 2-11 At- .� o. JJ M. Bldg. Foucidation Bath Dinette Extension 2-A- Y, Lf Li Ozs Lj�3 -_ Basement �t Floors w K. IV, Extension Ext. Walls v �i-Q Interior Finish S, Q . LR. tension I Fire Place tiCn He6t �y u, 1 DR. cl LA 3(c, !Type Roof Rooms 1st Floor BR. Porch Recreation Room Rooms 2nd Floor FIN. B. Porch �— Dormer i Breezeway I Driveway Garage c Patio O. B. - Total 1 53 l ,P a r gu C Y.A.O f I o,,. Kkauor • L ZBA CHECK FEES - 2023 Funding Account - B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 11/1/2023 4690 Mill La LLC 7864 $750.00 118 11/9/2023 11/3/2023 Nassi,Sharon 7865SE $1,500.00 258 11/9/2023 11/6/2023 Stalzer, Richard 7866 $750.00 395 11/9/2023 11/8/2023 Demitrack, Nicholas 7867 $2,250.00 1067 11/9/2023 11/9/2023 Pisani, Edwin 7868SE $1,000.00 1320 11/9/2023 $6,250.00 RECEIVED NOV 1 3 2023 Southold Town Clerk )wn of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 11/14/23 Receipt#: 316137 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7864 $750.00 1 ZBA Application Fees 7866 $750.00 1 ZBA Application Fees 7867 $2,250.00 1 ZBA Application Fees 7865SE $1,500.00 1 ZBA Application Fees 7868SE $1,000.00 Total Paid: $6,250.00 Notes: Payment Type Amount Paid By CK#258 $1,500.00 15105 Oregon Road LLC CK#118 $750.00 4690 Mill Lane LLC CK#1320 $1,000.00 Finnegan, Law P. C. CK#395 $750.00 Richard Stalzer CK#1067 $2,250.00 Steven Affelt AIA Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Finnegan, Law P. C. PO Box 1452 Maiituck, NY 11952 Clerk ID: JENNIFER Internal ID:7868SE .s THIS CHECK IS.If DELIVERED FOR PAYMENT _ _ �_•- ON THE FOLLOWING ACCOUNTS DATEAMOUNT 1 0 6 7' II I' STEVEN AFF,ELT AIA II E DAT1-2/210 - PAY Z TO THE ORDER OF Two- -DOLLARS oDOLLARS A z 1 T CHASEO JPMOrgan Chase Bank,N.A.I W c mchasexom LL RECEIVE® NOV 1 3 2023 Southold Town Clerk 1Y,tY ,• I �Mw Lot , Across. \ St, 0.5 acre b - may. ••s � !�. � k _�� h-. -. 1 —wa�. 1 Acres �� �� A .a C. C v- r w Lot 38-2-2 0.23 acres new construction IYO - Lot 31-6-2 w t 0.30 acres new construction -.ter • 1tr. c .r • i • Acres r .. l ��}rw� •,' �, r� .Sig .�. 1445 East Gillette) � r r. • (adjacent �1� r 41 Lot 4-22 0.23 acres . 5 ... Lot 3-11 :0.2 • � i i • acres Steven Affelt, AIA AECMV PO Box 762 Architecture Great River,NY 11739 ,�(�,I�p " ®� Intelligent Design (631) 553-6333 Sustainable Building Zoning Board of Appeals Town Hall Annex �4✓ - 54375 Main Rd.PO'Box 1179 Southold,NY 11971 Subject:Appeal for Demitrack Residence 1255 East Gillett Dr.East Marion,NY SCTM#: 1000-38-04-20 Dear Zoning Board, Thank-you for hearing our appeal on Jan 4,h,and for your insights regarding the new gross floor area law's provision for utilizing the average sqft of the dwellings within 300'of the subject property.After reading the code,I could not discern whether the code requires the same side of the street or not.With the help of the assessor's office,I was able to calculate the average dwellings square footage. I listed the dwelling on the same side of the street in the first section and then the lots within 300'on both sides of the street. Lot 1000-38-4-18 Lot 1000-38-4-19 Lot 1000-38-4-21 First floor 1,104 First Floor 1,677 First Floor 1,072 Garage 220 Garage 454 Porch 156 Porch 118 Second Floor 760 Second Floor 996 Total 2,240 Total 1,677 Total 2,640 Lot 1000-38-4-22 Lot 1000-38-4-23 First floor 1232 First Floor 1,718 Garage 350 Garage 364 Porch 264 Porch 60 Second Floor 1,494 Total 3,340 Total 2,142 Lot 1000-38-4-18 2,240 Lot 1000-38-4-19 1,677 Lot'1000-38-4-21 2,640 Lot 1000-38-4-22 3,340 Lot 1000-38-4-23 2.142 Total Sqft 12,039 Average of 5 Dwellings on same side of street 2,408 Great River,NY 11739 PO Box 762 Tele:(631)553-6333 steve.affelt@gmad.com gmad.com Lot 1000-38-3-11 Lot 1000-38-3-24.1 Lot 1000-38-3-25 First floor 1,192 First Floor 1205 First Floor 1438 Garage 440 Garage 607 Garage 242 Porch 282 Porch 350 Second Floor 1.532 Second Floor 1085 Total 3,446 Total 3,247 Total 1,680 Lot 1000-38-3-26 First floor 768 Porch l 160 JA 1V Second Floor 666 '� 224 Total 1,594 ZONING80AR®®F Average of 9 Dwellings on both sides of street 2,445 APp�LS As you can see,whether we include all the lots on both sides of the street or consider only the same side of East Gillette Dr,the average is nearly identical. Suffice it to say our proposed design is 501 sgft over the average size dwelling of 2,408. This changes our variance request to be 20%over the maximum allowable gross square foot number.This is a much more reasonable request than 38%,however I also understand the Boards's mandate to judge all appeal applications in a fair and even manner. I can present only one other argument that may be of assistance during your consideration. Our required front yard setback is 35'-0"while the existing dwelling is 30'-0"as it stands today,which is 15%to close as today's code requires. Our porch will extend further into the front yard setback,and will be 30%too close to the property line.While this number on paper seems like a substantial relief,in reality a normal passerby would not notice this encroachment being any different than the other dwellings,both across the street and on the same side. I propose that the 20%overage on the gross floor area would also be imperceptible to any passerby on the same grounds that the neighborhoods character supports this size dwelling on this size lot, evidence provided by the four houses in the immediate vicinity being larger or nearly the same size. Thank-you for your time in hearing our appeal,and for taking additional time during your special session to review this additional information I've provided.Please feel free to reach out to me for any additional information,and thank-you again. Sincerely, ED ARcy CO '9j• 037611 4p" F OF Steven Affelt,AIA Steven Affelt,AIA Phone (631)553-6333 PO Box 762 Great River,NY 11739 ao F ,i�.. .... TOWN OF SOUTHOLD 'PROPERTY E -CORD CRD OWNER STREET .�1a; VILLAGE r DIST. SUB. LOT t�j G"1!'�•✓`�����"i!1 �--`7 ( �f 1 L'e.✓:a:(,;?w':� .1"',t`�(G�� i,,• r.,?- ''�t.�f. ,,FORMER WNER i l ¢, ryI N E ACR: 4 ? 9`11 /t2�� „ °art t ! S WTYPE OF„BUILDIN i RES, rU SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATEREMARKS J {r 1 J r . "Zi: 16(q; C�j'T c�L /�t�f a i /;, !) f T f� fl � I. +l X'I IP' ^} °.J 1' f�� �.;,d`�j�i)�••_1 �1� ti � e f' � ,%'. 'i '-'' is' i. 4��-�'q`v' i - ✓ °' ,.fj it f"F.[i'�� cr' :rPfi.°, .' ':. i js�' .%i% , ' ' 1 �7^ ` t~� ...." c"_) Cj '�� r�"•� 1' �l �js:� ��o `");'";�:°= ��•�11 ti i.�v..� �y..(:•-•.�� �r-.l-°��1�"`M`.`Pdro~.C:,'':✓..`. f ( .Q.0 . . l i` 's• c7_w i ) .j n r 1•� l t 'f" ,�>aZ-f r.c;' "f'ic'Yos-4'cf.!'eLfi'iG. ^ ti c' t 32.06 � 2r a� C� 'Z 27 lZ —.� 1 n �� co Wf�' x.60 � (� ir'1J� ! � r°�.� .u. '(•C:�..F ��- ��tE B .I�DING GONDIT� N,. 67 V NEW N RMAL'A FARM Acre Value PCh olue 7po 7 t.7 Acrd j Tillable 1 , v Tillable 2 ---- Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland I FRONTAGE ON ROAD r o yr/✓ l,-o House Plot DEPTH �Ac BULKHEAD Tt io l DOCK . J, +T-t COLOR TRIM ,, . I v r.a ... —. —I_— 'Y' s '... .... r 2 �. I Foundation G.'/ Both '`Dinette l d r, J Extension , LBasement ('v f� Floors j 'a�r K. Extension 1 f Ext. Walls �' Interior Finish Extension I Fire Place 3 ` Heat f';j' DR t :�, rf ,f;• fr Type Roof �" ;1.(�t` Rooms 1 st Floor BR. Porch Recreation Room Rooms 2nd Floor FIN, B. Porch !Dormer Breezeway Driveway Garage - Patio O. B. ----- — -- — —.� "Toto) 1■■■■■®■■■■■■■■■■■■■■■■■■■■■■■■ I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ "x --�- L-- #� ■■■■■■■■■■■■■■■■■■■■■■■671■11��1■■■ ■■■■■■■■■■■■■I�■■l�■■®■■■■■■■■■■ ` - •.;_ _ :;,�'. ■■■■■■■■■■■�■i ill■■■■®■■■■■■■■■ . ., ,'. '0■;Ili■■■■Q■©�■■■■■Il■I■■■■i�■�:9■■■f■■ Foundation ■■■■�■���:�■oe��■■■■■■■■■■wee■■■■® ®� BasementFir .. ®® ONE 1 N=NEENIENIN mmomm NOION INNIZE© INE M rt M TOWN OF SOUTHOLD PROPERTY KeCORD CARD OWNER STREET f »;_ wr,_ VILLAGE DIST.I SUB. LOT^ ' r .r�i,'�... .3.`.>... tri ;i '' ".`7:; 'f,.a'?.: �.•' FORMER OWNER-1'P 011.J,t`i, a,J01;,`r,,^.,d N E ACR. T1.t:.7I'1'� .t1�. ".x.f"G..•2`-'fl±liZ':.'.,1 - ..t G>,' 1,-",1,'„t,'�rt�.V. . S W TYPE OF BUILDING 11 ILAII.-C-11 am 1161i--f RES.- _ y" © SEAS. VLFARM. COMM. ,CB. MISC.., Mkt. Value y"LAND IMP. TOTAL DATE REMARKS z^•6U-0"" •';, '7 '.i° } .766 � � v�.Fry.rl. lr��tl1 d'.�" !'0 "P.s/ ;' AGE i4..a jta7$� BUI ING CfONDITI 2 Ca lslfS� ,k'_ x.l, ^u� ' N .Q, MAL BELOW f.r l EQ/Er , t .P- / t L Il P �� f f t'i t.t P z 1-,•tr.Jf`'i.l 1"• r FARM Acre vL4j V61ue Per / .V lue 700 C 0f7 L `i i 7 L (n. JJfI} . ti`3 "t �.i{1h .Ee) "l:r4(ftlS C(YiA{tf.�yy �F` ' � %titer. 7iIlublu 1 J — Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK I- �-- COLOR �;`__,� ' �` -•:�;:e;,'.y�r i< TRIM — � v I - � .•�� 4"V• �J�"•d.;•...—_'�'�yr,'�' ^r.�^r`yam ",�'✓,wr / __ --f— M. Bldg. f X ^J; Foundation Both / 'y Dinette Extension S Basement I Floorslr. K. Extension / f�> IExt:,Walls Interior Finish LR. , Extension ' Fire Place' P Heat l DR. Type Roof Rooms 1st Floor BR. Porch Y p f.r-kRecreation Room Rooms 2nd Floor FIN. 8- . Porch Dormer' j - Breezeway Driveway Garage ---- v Patio . - O. B. 1 Total 4 ` {+.r.:,•. J'''t A,0- VAV t, o_u o 1.+hi S �t�'1},-G!t(3tl �J+/tf.•.,U`-� ..- .. , ?" .,.; y" ::i ,,,,,,..,= • ..- 1M2=.�...��..■SMI■■■■■■■■■■■■■■■■ - ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I _ ® -Finished B. Fire Place .. �■■■■� ■�■ ate■ .. ■ice ■■■� ■■■�■ S13 j ao 18 • OWN OF SOUTHOLD PROPERTY .kECORD CARD OWNER STREET;-'.-;, }` VILLAGE DIST, p SUB.V'", LOT t.. "1. Jth. !? ,,,, •1."a T r t 't:c'�� �a.� t,rd .,.' �,•: �':�t.s'a�'.r..-....,�w, •..� J � ,�'C>i;f ' �'l"st`GI rL FORMER OWNER _ N E ACR. " S W TYPE OF BUILDING RES.'�z" �� SEAS. , � VL. FARM COMM. µCB."-» Value MISC.� Mkt. Va LAND IMP, TOTAL DATE REMARKS .� I� '°�"�:' _'�•` 1 ���I� ^�1'''r �(�`?�r^?=r'�?i C�v.r .�t��P '"1�"i9 -�C�d1 r+..%1'l; . U0(.� 1 "U"f� ( �t.'i d f a',j'" 1 t M {"' n fyi 'm°a' } -✓` ° ��t�:� i' t�,rO�;Y":I"'�� ��� "� It �?-=7 7�:�=�.��n,�j,�(�- !��''�- ".�.;�d�C•I,�-d -=% fYrc're• ���� s , tr AGE // •BMJ L•DING C NDIT �y NEW " NC�RMAL�s FARM Acre,' Value Per. Tilloble 1 Tillable " 2 Tillable 3 Woodland Swampland ! FRONTAGE,ON WATER Brushland FRONTAGE.ON ROAD. House Plot DEPTH, BULKHEAD Total " DOCK. _ I E,<X t '? W ASID1 1 y �a 1 17 f I I 38:4-21 1/06 #- I ---�--r M, Bldg ` (Foundation Both t, "Dinette 10 7 2 Extennsion ( Ea # no I 1012 Z Basement ;_, Floors Q� K. 4I ?u` J _ Extension l 1 Ext. Walls as Interior.Finish � '' L.R. v — �.N; r.t a.ti Extension 1Fire Place Heat I �ti t . DR. (Type Roof Rooms 1st Floor BR. �! Porch ;(pYT `j� K Recreation Room Rooms 2nd Floor— FIN. B. t Porch Dormer ` ,� �,� y�' Breezeway Driveway ??�t. j Garage 6'K s o -r-, rJ { 2 r �' I V p,:,V,+ Patio O. B. AC- Toto l - 2 l 2,rid{rte' �o'rp�j '\(� f.es:�rS,,.\�J'('r3�h){P�cG.i �_•I �. 1 111 d� DJ.f1.-LJ Y.i+/h�<U:.il,<<. !.i� 0 C- 4�I.2J�q.a 'w•p....t*+/ • r t.. 1 / I TOWN' 'OF SOUTHOLD PROPERTY " tcvRD: CARD }OWNER'' / STTREET, eta . VILLAGE DIST: 5U6. ,"LOT I "1�'j7 �� ��` .! I �✓:+' ,.�;i� .F�<�3'� � b:lf�✓y�'.`.,P�,!y+�7' /jf•' ;?,,,��;`,f J.r�"Z4� � �"� �� -'� ,�e„{�r.,; ,ye'",•'��,'1.'s ?i,` � , FORME( OWNER N E ACR.: 4f. 1 A f� � s 'Y ,,.� �' r ,7D .. TYPE F BUILDING' , W T E0 ULDING' ;:RES. t p SEAS. VL. FARMCOMVM. CB. ,MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS it IiG' i .� ( : ,� 8.`„ \ t ,. f , �e „�.� #�,.f+ „�, , :D �,. r.4.,'? �"� C; :�" .rf�,�,' r.��.�.J.S�.s:�: �Ut ftlt��r.• D��fD��f j"f.s, :+..,,;C`���.i ci i �—�`.—G � �L!f J,V{�?” � „�•,y,.^+t/�! .t'ti,+" ..,��jh�t�+.•a iJ �i��4� � �. <?�.�. u*aii7',`fri'3..';..�t++�.���.J�.��:,"./'t;• ,t�iC, i Ze7. AGE BUILDING CONDITION; s' NEWNgRty1AC BELOW ABOVE FARM Acre Value Per Acre Tilloblc '1' . Tillable 2" , Tillable' 3 Woodland Swbinpland" " FRONTAGE ON.WATER:' `Brushlond` FRONTAGE ON ROAD r HM� House Plot -DEPTH . "y" BULKHEAD " 'Total' DOCK . f ' COLOR _ J !� I I s� L__I ,v� L���t� ^r�,;;gip: `-'`�":;:•,:;+"'�•- I `� j f �,;'g�`G'S: tri�t•��r.. �;,f'';;.Y;�a.s:<.,. �+�4a'.:�vy'„;� 'x''' t � .e�#c:.k;...F..`•'f.:a ~�J�',h':d"���a„�s�ye'° I _ P �Yr�'•_`.^...3e'w�_:.... -. +r<'rl:'as2,`A�fv.•�•,.'�'.:.�.�h�•.__"4.`'Y't • '� s, M. Bldg. ,x r `r Foundation - ; Both g' 'Dinette Extension p.� �. I n ? i• Basement j_ Floors ^, K. i, Extension. )P. :.y Jv 5 �� p f/ ' '� Ext. Vdolls Interior Finish ' LR. 1' Extension ;Fire Place ._ Heat., � f �� DR. TyPe,Roof Rooms 1st Floor BR.. —^ Porch Recreation Raom Rooms 2nd Floor F.iN.,13: Porch Dormer Drivewa Go roge Patio.. O: B. Total C,•,:Mr >,r r;,, f;:'';J. - ,- f TOWN OF St9UTHOLD PROPERTY 'RECORD 13I �23 !OWNER!' !J- =R l¢r� 4, !!, t STREET { c VILLAGE DIST. %d`�(t FORMER OWNERk'P ; Grj}rr fp"Ide 1 N E ACR. J,}+fir 1 �` fir=f t` nrl r %?!" ^ t% L'C S W TYPE OF BUILDING 6 RES. SEAS. VL. /_^ FARM' COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS n i is l^ J, 34 7A .L /h7�e ' I4l f ✓�G' P�f fl '° �47 j( C�.J W 'lf�a; is t,i'� -.i.) 'ba .if�t/r',tfP,lr•' a �g f 7f,_. ).) `'. - "" �91�.1f f,fyr�'\1C J9 iGf.l�"le fJdc.it7 .�SCf �_� U.� �U tr F� 1°•�T �T t7�:I°t�� fi/17 l�j e'Cy�s ry,{ ^y.J %f�^' ',a t /!i G-,r L lJ ////r� /(r�/ �' ,t_ M' ,�f-.�t7"`____-L �s3 _l l�f*•�E rr P''�/t r/ f'" 7!'1 `Cir hot ` f—t> 2- AGE �? ?nA� BUILDING NDITI Nt 4✓~ f„}•/� NEWr-(O(., ( NO, MAL ? `'y�r! t BO E C -- n i c3 �.-1 ,f�i y 3�- 1 �t1Gg A_+Z— sir .•^., f�� - FARM AcreV� Value Per Nalbe C72 of .? ?u 2rv0ON Til Tillable• 2 Tillable 3 ! Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot J DEPTH c BULKHEAD Total DOCK �01 }......... ......,,_.. ..,..._._-.: ,...�s ,.s_:d"r"�:}`„��'..y..."-'�P?Y` �"y.•+'�'-'-•i.d� _3�,-,�:;v,.n'[""x... w _'(r... ... ... .. ., .. . . .- ._.... `Q 1 ,ty() _0-12 LOR ++rv�•:�_<.,t.�!'r'`'�.�.�7�++Y1�,«y..`.."3":.�4�'�.i�:.os+!fp%.,.r,� �'`��"xa"Ph«ynin,,;,q...i.�a. � i { -- -, 38-4-18 8102 ,Foundation } Both Dinette �. Extension 'Basement c Floors K. ✓ —- - Extension lExt:Walls .ti >. Interior Finish LR. / Extension Fire Place f Heat f: .'DR. ✓ - - - ' Type Raaf Rooms 1st Floor BR. Porch ` 1{ Y: l' i;(, n ,Recreation Rcom Rooms 2nd Floor FIN. B. S Dormer i ( Porth '�^ llr;3„ ,'vat ofl i - -- __ --- Breezeway Driveway Garage - ' Patio Total t7 �. 'ct�b J. ii '., . .. '. �' � t.C'a' �;.. � ,"'� ��sS?,� °t3'� S �#. f,��Ei,.,n;.{�,�':: •i P a..rr,•t ry'','+.r, �.r<.;..%r-^r �.. •.r ._ :_. ; ._�- "TOWN OF SOUTHOLD PROPERTY Lc%;vRU CARD STREET f; p �,,t�'? .VILLAGE DIST SUB. +' ' LOT FORMER OWNER't yn "'rt-s'cl` P' "e_+1 .N E ACR". ' s 4.11VL2 z � '-�' ohlVt'fi! jV S W TYPE'OF BUILDING' RES. SEAS. VL. p.�"' FARM COMM. CB. MISC. Mkt. Value, LAND IMP, TOTAL" DATE REMARKS u'.i"fit /.zI � / � t?r`tt"C✓ a��°' '`� 1 ;"" .;;.a :; j J JY':�J i 7 I1= f��':. :. r i"` "i lri}/Jf. ft'r;t..` i •irt:,".."C f,_', ';"s �""C�t� Jog x°;"'�� '. '/ '' � ""G-- I'Z'i-'T"�:�GPiri�""j`.c'f-a:�.1,�3-�,pd!>lG}:•�� } �'.�#:4����: �Y�'`:✓ ?`�.,4, i ;1 }ay. r, f r',�r., .aV {(}��. f/ J"J• )(�.*�A"'>`+ �7 �l-" r /' J/�,sp'i+ _ .^�"a{� rtP ''C'�"j'�fy.;•�y `a.� �. �r,..: tAGE IS}7` B,U,ILD NG C,tSNDITI ^v: " 2 ^ ." 1 NEIN ? NO MAI° qi`'I WWI ,FARM ' Acre• - Value Per Tu"I 4 vf Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER " Brushland �.. FRO N IAGE ON ROAD, " :;' j, House Plot ; DEPTH ^ BULKHEAD . _ -Total DOCK" rt` � �r«^:',-C�� P�'��j,",• �'':_y .i .._. .:u. a _r--k�'4 .ALOR t 1 '} •r % , RIM. 1 .{:w.ya.._...+r..,.,s...........�-...—..a.....a......i:'.E.am:lx.a+.....1-�_..__.i.-...L m._..........-..»s...., w.....'W.{ J-�t 38-3-26 9103 M. Bldg, j Foundation Bath Dinette, _- Extension Basement s Floors X. f �� Exten ion c7t r �_- +. Ext.�Wolls Interior Finish ' °r`.. �itty r';t.,.3.' Extensiet r; ti^ - 2. Fire Place Heat. <; •DR. e� a 4Type Rcof' Rooms 1st Floor B&r t Porch r%ti �',>• 1 G.r^. ; y, . .� Recreation Roorr Rooms 2nd Fl— Porch re ;.,, Dormer' Breezeway Driveway Garage ~ :?, . 'Patio w O. B: `Total ib0 ADToOr5 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT A9 SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 17, 2023 TO: Steven Affelt(Demitrack) PO Box 762 Great River,NY 11739 Please take notice that your application dated March 4, 2023: For permit: to construct additions and alterations to existing single-family dwelling at: Location of property: 1255 East Gillette Drive, East Marion,NY County Tax Map No. 1000—Section 38 Block 4 Lot 20 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 10,000 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet, a rear yard setback of 35 feet and maximum lot coverage of 20%. The proposed construction will have a front yard setback of 24 feet 6 ' es feet a rear yard setback of 33-feet 1/4 inch and lot coverage at 21..1.-%0:\ �c•� In addition,the proposed construction is not permitted pursuant to Article XXXVI Section 280-207, which states; "the gross floor area shall not exceed the permitted square footage calculated as follows: Lots containing up to 10,000 square feet of lot area: 2,100 square feet maximum."The proposed gross floor g@&is 2,909 sq. ft. � o9 v o Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. I eo TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold NY 11971-0959 � }J� Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMITrPPROF11L For Office Use Only MAR ij PERMIT NO. Building Inspector: ! bu)''LulmU a.tF 3. Applications and forms must be filled out in their entirety.Incomplete TSI OFSUt1TF9OLD applications will not be accepted: Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed.: Date:09/10/22 OWNER(S)OF PROPERTY: Name. c os" SCTM#1000-38-04-20 Project Address: 1125 East Gillette Dr East Marion, NY 11939 Phone#:(203) 889-6952 ' I Email:gregory.demitrack@gmail.com Mailing Address:1125 East Gillette Dr East Marion, NY CONTACT PERSON: Name:Steven Affelt Mailing Address:PO Box 762 GReat River, NY 11739 Phone#:(631) 553-6333 Email:steve.affelt@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Steven Affelt Mailing Address:PO Box 762 GReat River, NY 11739 Phone#:(631) 553-6333 Email:steve.affelt@gmaii.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Timail: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $250,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:single family dwelling Intended Use of property:single family dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to .� � :. +� �• this property? ❑Yes ❑No IF YES, PROVIDE A COPY. 8 Check Box.After R. 9-' The owner/contractor/deslgn professional is responsible for all drainagg.and storm water issues as provided by.- Chapter,236 of.the Town Code,APPUCATION IS HEREBY MADE to the Bullding;Department foi the issuance of a Building Permit pursuant to the Building Zone Ordinance of the'Town of Southold,Suffolk,County,New York and other appPicable Laws;Ordinances or'Regulations,for:the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulatibns`and'to admit authorised inspectors ori premises and In buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pdrsuantto Section 210.45 of the New York State,PenarLaw. Application Submitted By(print name):Steven Affelt BAuthorized Agent []Owner Signature of Applicant: Steve Affelt Date: 09/10!22 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Steven Affelt being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent/design professional (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before m this day �of 200� Not Public JEANANN LELLA , Notary Public -State of New York PROPERTY OWNER AUTHORIZATIOI' NO. 01LE6165677 � Qualified in Suffolk ty (Where the applicant is not the owner) + n,,r Cor:mission Expiras � I, �J,`,h j , �,� 1\f>rc vt residing at 1125 East Gillette Dr East Marion, NY do hereby authorize Steven Affelt to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's ature Date N\G lh QL dl) A IJ?r Print Owner's Name . . 2 %'" "I I .,,' is.,. ... %: 11 iI I „, is%'a'„r .. ,. ., .. .. r ,. , ,. ...,,i ,,. r „n, ,. , ;.. .. ...%.ri,,.,.r, .,. .. ., .. .. //.. ,. ., ,,.. r/., rr:/r../' I'll .. ,., /, 'iii' ;/ /. ,. /. .. ... , i / r ,.,. ., .., .. .,, , "I I 11 I � 11 -,�`/,'/ " .. .. ,. .,. ,.,, r,.. r. .., ,, H r /.,iF ,,fir' , , ,., ,. 1111= r ,u.,/ r 9. / I- I r, r r / /. g 10m ""' 5 �W�..�...� /, .. „ ,-,,,!� ,i ., r ;, '/:.iii i;' ilq� , ,. 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''"`:".:r,." / rte":. „ . -/ ,�, I -// I I ...... r 'v .. ., ,. .. i.,, �, .. ., ,. ., /r,. r/. %�%?!�';;'; .. �%ins„ „ r. .. , r., / ✓. „ .// .r. i d' , 6RE�T RIS/ NSW ER K 17 „ 1 3q l ' H 1 T � ",,/,�/--; Y „ �, ,, 1""" 1 0 .. ... r rr, �� ./ ,. ... r .. ,,.. /. /, ., r., o„ r „�rr, .. .,„ ,i - -� /�/ "". �, , 11, r. r, ., ,r rr ., rr ,. /,., .. .. ,,,, ,, r., .. //. ..,. .. „ .. ./. , „r. r / - rr. , ,, ,/. / s ' ..,e .. /, / /, r,:., " --� 1 ; " �' - I I I <.r..%. :;n: i.. ' /,n r0 ,r .. ,r s..;' ,i., / , „:. /;; . ,"15""'I'", .. n ,, , � , ,'­ - /, 11 -�-: , -,,; `M,� S° i - -/,�, ., .. r„ .. '-'� i 11 r .. r . . - ,:ii :....iir;;::i;' .i .... ,/... .. ri .�.....,,.,/,. /,r., "" I'll ,�,,,, �11 / .. ,n., „ 11- 11 '/, / //,r .. r.. ... , ,,.// � ,,,, ,,,, 5 I'll .,,,,.. ,,, r .. „ ,r , ., ,. ., .,, ../. .r ,. /. ,.. ;/,.r '',/, �,v.. .r ., .. ,. ., .. „ .., .. rr. /, , ,, 1 --"",,,:" 11 - I GON5ULTANT: DRAWING INDEX SCOPE OF WORK: DESIGN CRITERIA DWG. NO. DRAWING TITLE INITIAL ISSUANCE REVISION TEST INO. &DATE PROP05ED SECOND FLOOR ADDITION ATOP FOOTPRINT OF EXISTING FiR5T FLOOR. (1) NEW BATHROOM(0) ADDITIONAL BEDROOM5. TOTAL OF(3)BEDROOM5 BUILDING PLANNING-DESIGN CRITERIA (TABLE 301.2.1) MIN. UNIFORMLY DIST. LIVE LOADS T-001.00 TITLE PAGE, DRAWING INDEX & SITE PLAN 03/01/23 0 - UPON COMPLETION. GROUND SNOW LOAD: 45 PSF = ��� g� �" G-001.00 GENERAL NOTES AND CODE COMPLIANCE NOTES 03/01/23 0 - FLOOR DEAD LOAD: 10 P5F EXTERIOR BALCONiE-5 60 G-002.00 CODE REQUIREMENTS AND STRUCTURAL STANDARDS 03/01/23 p - ZONING ANALYSIS FIRST FLOOR LIVE LOAD: 4O P5FK' 4D SECOND FLOOR LIVE LOAD: 30 P� PASSENGER VEHICLE GARAGE 50 mspippRoVk� G-003.00 i I HURRICANE STRAPPING AND SIGNAGE ENGINEERED WOOD 03/01/23 p _ ROOF DEAD LOAD: 10 PGF ATTICS WITHOUT 5TORAGE 10 ADDRESS/BOROUGH: 1 125 EAST GILLETTE DR. EAST MARION, NY 11939 ROOF 5NOW LOAD: 30 P5F ATTIC5 WITH STORAGE 20 ARCHITECTURAL BLOCK/LOT: 1000-38.00-04.00-020.000 BASK WIND 5PEED: 130 MPH ROOMS OTHER THAN 5LEEPiNG 40 A-100.00 FOUNDATION PLANS 03/01/23 0 - WIND EXPOSURE CATEGORY: B ROOM5 5LEEPIN5 ROOMS 30 ZONING DISTRICT: R40 5TAIR5 40 A-101.00 FIRST FLOOR PLANS 03/01/23 0 - SEISMIC DE51GN GATE50RY: E 6UARDRAIL AND HANDRAIL 200 ZONING MAP: SECTION 3 OF 4 WEATHERING AREA: SEVERE A-102.00 PROPOSED SECOND FLOOR CONSTRUCTION PLANS 03/01/23 0 - PROPERTY DESCRIPTION: ONE FAMILY RESIDENCE FROST LINE DEPTH: 3'-O" A11�t*IA�R!F 2MMM OF S r,T A-103.00 ROOF PLANS AND DETAILS 03/01/23 0 - TERMITE AREA: MODERATE TO HEAVYMEMMR �� t7fi �,' NUMBER OF STORIES EXISTING 1 STORY, PROPOSED 2 STORY DECAY AREA: 5L161IT TO MODERATE - - A-200.00 ELEVATIONS OF EXTERIOR 03/01/23 0 - CONSTRUCTION CLASS: TYPE V-WOOD FRAME WINTER DE516N TEMPERATURE: H RAFTER5 W/SLOPE GREATER THAN 3/12 WITH NO FIN15HED CEILING _L/I&O A-300.00 BUILDING SECTION AND DETAILS 03/01/23 0 - ICE 5HIELD: REQUIRED OCCUPANCY: RESIDENTIAL, R-1 FLOOR HAZARD: YE5 IN FLOOD ZONE INT. WALLS d PARTITIONS PLOT PLAN A-500.00 CONSTRUCTION DETAILS 03/01/23 0 - LOT TYPE: INTERIOR LOT AIR FREEZING INDEX: 5qq FLOOR5 $ PLA5TERED CEILINGS L1360 I A-501.00 PORCH DETAILS 03/01/23 0 - MEAN ANNUAL TEMPERATURE: 50 ALL OTHER 5TUCT. MEMBER5 U240 LOT AREA: 10,000 (100'X 100') NY5 CLIMATE ZONE: 4 E)• WALL5 W/PLA5TER OR STXCCO H/360 DESCRIPTION REQUIRED EXISTING PROPOSED FEMA FLOOR ZONE: WA �• WALL5,WIND LOAD5 W/BRITTLE FIN15HE5 U240 EXT. WALL5,WIND LOADS W/FLEXIBLE FINISHES 1-/120 N PLUMBING RISER DIAGRAM GENERAL REQUIREMENTS PERMITTED USED ONE FAMILY DWELLING ONE FAMILY DWELLING NO CHANGE MAX.ALLOWABLE HEIGHT 35',2-1/2 STORIES 15'-1" 30'-7" STRUCTURAL CALCULATIONS MIN. LOT AREA 40,000 10,000 NO CHANGE I mw MAX.ALLOW.GROSS FLOOR AREA 2,100 SF 1,342 SQFT 2,909 SF MIN. ROAD FRONTAGE 150 100' NO CHANGE r,r 3 , FRRI 1 Z'1 REQUIRED FRONT YARD 50'-0" 30'-0" 30' HOUSE 24'-6"PORCH REQUIRED SPAN - 12'-7" ST( FLOOR J015T5 _ - - `� REQUIRED SIDE YARD 15',35'COMBINED 20'8-1/2",41'-7" NO CHANGE THRU5T FACTOR - I LUMBER - 0006-FIR #1 LUMBER - 5AWN 2XIO F.J.5® 160 O.G. I HIND FACTOR - O.&7MAX REQUIRED SPAN - I2'-7" r f T r I I -� REQUIRED REAR YARD 50' 45'-10" 33'-0° SLOPED ROOD ADJI�TMENT- I USE 2X6 L HEIUP 6" O.COu.OK E=.effi6mbrz io I I I @AR 51NK FLOOD ZONE (1-1-21/09) OUTSIDE THE FLOOD PLAIN LUMBER - 5AWN 2XiO R.R.5 @ lb" O.G. TABLE 3.14 - MiN. PANEL THICKNE-55 = 7/16" BATHROOM I I ( ( WIND LOAD 5PAN - 12.5& X .87 X I =.......OK MIN. ALL GENERAL CONSTRUCTION WORK SHOWED WITHIN THESE PLANS IS TO CONFORM TO THE 2020 RESIDENTIAL CODE OF NYS. ALL ELECTRIC 5NOW LOAD 5PAN - 1258 X I = .....OK 5HEAR WALL MIN. PANEL THICKNESS = 7/16" MIN. r T1m MECHANICAL, AND PLUMBING WORK IS TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NYS. ALL WORK IS TO CONFORM TO THE 2020 SHEAR WALL5 A5 PER WFGM 3.4.42 11M Lj 1 1 ECCC OF NYS. R1 -Mm 3.2q A5 PER WFCM 32.1 NO. DATE OE56RIPTiON SEGOND FLOOR N/A....OK (22MCM MEC G ! Tm 01 07/11/22 155UED FOR REVIEW CO ,;I�__ �' n cp OWNER SHALL NOTIFY THE TOWN OF SOUTHOLD AT LEAST 24 HOURS BUT NO MORE THAN 48 HOURS PRIOR TO THE START OF DEMOLITION REa. #OF&D COMMON NAILS IN EACH END #OF&D COMMON NAiL5 IN EACH RAF=TER J015T TO TOP 5TRAP = 6 y - , - r THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA Panel Thickness - 112' Min. PLATE CONNECTION = 4 r - I KITCHEN a � c n Nall acro for &d Common Nails # BATHROOM I -Spacing OF 8D COMMON NAILS IN EACH EXI5TIN6 Location Edges Field 1=Np OF I I/4" X 2D GA. STRAP = 3 1 ? 4" Per. Edge Zone 6 b p/w Interior Zones 6 12 - WALL Gable End Wall Rake 4 4 HEIGHT-&' FIRsr FLOOR WIND 4,360 LBS. SEISMIC 2,400 LBS. &RA °E SDE REQUIRED 5PAN - 12'-7" LUMBER- r i CO DOUG FIR #2 4' U5E 2X&o 160 O.C. ....... OK P ' R SITE PLAN 1 / 16" = 1 1-0 11 -011 BUILDING PLAN REVIEW NOT: WASHER 8Le EMENT I SKYPLANE D S 26°36'30"E 100,00' EDGE OF PAVEMENT -_. _ - -..-_ __ POLE {AHD. UTIL w _�W --- --.. . - � „ _,_ = � -- _��' _ ;_ 11-11 q' �G'3,2 GATE PVC FENCE 4t�l, Q4r M I I y` -I -�11 j� __:�.��j w w dk 43p I', it O tr w tra�w naow ! am i ub ' [' ' T ;1 w ' • ,l..l_,r-r p w n m W - - - --- <u Lr; ILL I, I a I, t 1 a. u w 34'-IO 1/4" 23'-O" 21'-b" "'t 21'-1" w� ° ; !-! !I! 1T1.�1.11� I:1'a!�!.I I� , 1 1-I'-, ,r_,'. ,,!.,1;!,!,i, .,. !l.r,!,, . . w Ly ifl m I-` I 1 1 t 711 (. (,l7! ,!('..r:";u.uum um',:r o,;.[--__L L! ;.! i i I.1 i. N 13. lI I ! 1,1.1;1 I !,i.I I 1 ! L I 1 1 1 : 1 ! 1:F .., I'`' 1-'C!"I,I ;.1 L I ,.,- 6l 1 i l ! IL1J, 11 I. (.1 , , ? f` I (,.( 9.1 1:, [ I i,I I I .:.I i' I.C I I. ° p , 1,1 f I. I ! ,.r 1,!,,,.!.L I I ! 6 4 - ''I=Lb 1ST; NEW DECK . 0 20.9' © E"'( PROJECT NAME: i , Li"i ['i I : (,! C I,! !,I , t, ,i I 1-:I n - O il.,, rll?f .1ClI1.l; ; t..l.,.,i t i.i t tI '', I LCI C! i;,.. 111Ii_!!1;.(I..ti.',1;I�I V004 I:LII1!:I:!:I! Q PV�'. ry �L �[I;;,, ', .3O ABOVE _ 1-- �" A� 1 ! 1 ! t l l . !.1 1 1 1.1,: :, FII ! ., 11 1 I I f l l , 1 1 l L!1 1 1 - FENCE - ADDITION "<' GRADE PVC ►-y D EM I T RAC K 1, Iii ;i r 11 ii L,C,.. 1.(,T t.! i T. .iTl I,I I;(Ir?-,?i.1,1 I.' (,[ILC-!1-1- Zl ?11 FENCE 11 EEI 20'-& 3/&" 20'-10 3/&" � w I- 2 Q.�, NEW DECK rQ� / I T [`j ADD�ION Y �� �. # "`� Caw ,\ 0 n b ? � ^ ry / w 04 STREET ADDRE55: 1125 EA5T GILLETTE OR TOWN: )^AST MARION _ " N <m BRICK NEW,COVERED . ORG , r wAZ 11ate + 5TATE: NEW YORK ° 0 w� PATIO e O a // � P05TAL CODE: Ila3cl Q v ,� n O 1 !I I : . I,! .-- . s-- '��. �„� 56TM #: 1000-3&-4-20 L I-I, i t ' , !:I"! ' ( !,! I!_!:i.!..i,T�T ,i"11,1 i W C (,fl iII3.(,(LI!`I , .,. ,111111,.1-1-`?-;i, © u -- 4 1'!I'`;!LCl,i Ii1,'. l l.,!.i s to -I \✓ SfTE NUMBER: -"I"I \ I ! I [t'y II .. i i,II111i1"! w It CN ! .. { .Y "-�) TITLE PALiE., I.l(!!] :AI,.;.0 ii >reaa a ifIll fll,1TL(I(;I1.iC1 Ix z r 1 T I , 1 1 3 0 577.00 !It : t ? ! D li -111-..1.1,. II i Il ! ' IY i'i? L[ 11 1 I!. I f ''I f I I-i (1?1,1, 1 I" ?"' J�i li''' ill I'M 11 [I i I.( Li'.C. 11!,1.1"I' .C:I-,i,i I [til; 1? i II[,I,i i11 Li.I: Ill"'r.:::::,. ,,::_ :'"°a�° {..1 O f ,111111..1 ,,: 1-11.: II1"1 ! ,,1 , ,,, 1 ! '11 ; dum ° i I : I,! I I i.LT. i ; 1";.; . I I.1 ;.1.11 I.Ii-[! ..r! i.1 , L i ��q�. � �t� I.CI , 1,.11.. I -; I L I 11.1,1 : 1.1 (�(� /�("� m [1;( [ 11,.1 , ;I:!1.11: ; [i.I .`i!iI![ILr11fii1L U'Z: OV �0\l.000 `; I Li..`,'is C.!1'CC!. ,: t I.I.i," , ! . : I1. ! ; ' ' 111 ; 11 111 �:;,r (3 i .1.1,!! II; 1LJ1 ' 11111 1 "� o ILLI, 11:1P,!II'!f1.1C1,1 ,[,I,'!II II 1 III �' EDGE OF PAVEMENT 5EA`���1 POPJ ` PROJECT NUMBER:2022-003cf /�0 ��EN B, qT y�� INITIATED DATE: 06/01/22 � c3 �% 0- DRAWN B'(: 58A 0' 8' 16' 32' � <-� CHECKED BY: SBA 24-b 33-O `� .* DRAWING NUMBER: GILLETTE L R l Y E 1/169$ = 1 -0 ,A ? t 4:, . L- I 11 "' I uu1 000 Q O N E'"���- PAGE: I Oi` 12 "UHS AMP AT RAFraz TO RI06E BOARD GON GPIOA! C-71SPER -rI AIL (REQUIRED FOR ALL NEW CON5TRUGTION AND/OR NEW ADDITION5) TYPICAL R106E 5TRAP U5E 5IW50N 0516 NOTE: 19FASTENINO RECOMMENDATIONS FOR SIDE-LOADED, TABLE 3.1 NAILING 51NEOULE/FRAMIN6 t SHEATHING TFVE L ALL 5TRAPPIN6 TO BE 1-1/4"xlb GAUGE 5TEEL OR 'SIMP5ON' STRUCTURAL R106E U5E 51MP50N L55MIO MULTIPLE-PIECE MEMBERS SEQUIVALENT- 651b (COILED 5TRAP)ALL COIL 5TRAPPIN6 TO LING Jo1sr BUILDING ELEMENT-5 #OF COMMON NAILS #OF BOX NAIL5 NAIL 5PAGIN6 HAVE A MINIMUM OF 12"BEARING ON WALL 5TUD5 (ALL NOTE: FOR CATHEDRAL CEILING AT 5LOPIN6 Rom �� AI,�IL�D ,���13 RZIC H I T CT 5TRAPPIN6 SHALL BE IN5TALLED A5 PER MANUR SPECS,) I- - - - - - RAFTER5 OR RAFTER TO HEADER CONNECTION slMPsaM( IIIA 2 P�WVs Ib� B ROWS 16d R �. may,' ROOF FRAMING ALL STRAPPING TO BE 0 16" O.G. ALL CONN.ECTOR5 IN C.OMYMON C.Ommom 9 MI5 A4' L,YS CONTACT w/P/T WOOD 5HALL BE FIN15HED w/ 'IMAX'P05T PROVIDE 'S1MP50N L55U28 5LOPEABLE HAN6ER. raP 1'IaTE I o 12 OZ. • 0 12"0.0. D.C.ST o 121 OZ. " o 6"OZ. RAFTER TO TOP PLATE - TOE NAILED 5EE TABLE 3.4o 5EE TABLE 3.4a PER RAFTER IN ADDITION TO STRAPPING ® RIDGE. HOT-DIP 6ALVANG�D OR 5TAINLE55 5TEEL. BEAM SELECTION w STD. NAILING AS NOTED IN NOTES 7&8GL6. J015T TO TOP PLATE - TOE NAILED 5EE TABLE 3.4a SEE TABLE 3.4a PER J015T AT TO TOP PLATE TO STUD GOP115GT10PI PHONE: (631) 553-6333 'S1MP50N' H2O Zx STUD I. TOP AND BOTTOM ROWS SHOULD BE 2" FROM EDGES GL6. J015T 7O PARALLEL RAFTER- FACE NAILED SEE TABLE 3.9a 5EE TABLE 3.9a EACH LAP PO BOX 762 2.BOLT HOLE75 ARE 70 BE THE SAME DIAMETER A5 THE 13OLT AND SHOULD BE LOCATED 2" GL6. J015T L.AP5 OVER PARTITION- FACE NAILED SEE TABLE 3.aa 5EE TABLE 3.aa EACH LAP GREAT RIVER, NEW YORK 1173cf "LIPts HO E: ALL CLIPS $ 5TRAP5 CAN BE MOUNTED FROM THE TOP AND BOTTOM OF THE MEMBER. EVERY BOLT MU5T EXTEND THROUGH THE FULL PRE5CRIP7IVE 5TRAPPIN6 - 1-1/4w 20 GA. 6ALV. TO BE FROM EITHER ALL EXTERIOR OR ALL INTERIOR, T•HICKNE55 OF THE MEMBER. U5E WA5HER5 UNDER HEAD AND NUT. COLLAR TIE TO RAFTER - FACE NAILED 5EE TABLE 3.6 5EE TABLE 3.6 PER TIE NAILED A5 PER TABLE 3.40 8 3.6A (RID6E) 3. 5TA66ER EACH ROW OF FA5TENER5 BY 12". BLOCKIN6 TO RAFTER - TOE NAILED BUT 2-8d 2-I0L EACH END lo T NOT A COMBINATION OF BOTH. (A5 PER TABLE 3.45) 4. FOR A THREE-PIECE MEMBER, THE SPECIFIED NAILING 15 FROM EACH SIDE. ALL MANUFACTURED PRE-FORMED&ALV. CONNECTORS TO BE T MEMBER. MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDE OF THE RIM BOARD 70 RAFTER -END NAILED 2-I6d 3-16d EACH END MEMBER. CONSULTANT: NAILED IN 5TRICT;ACCORDANCE WITH MANUFACTURER-5 ,,LSA 6. VALUE5 FOR NAILIN6 GONNEGTION5 MAY BE DOUBLED FOR b"O.G. OR TRIPLED FOR 4" D.G. WALL FRAMING IN5TALLATION REGUIR -1ENT5 4 INSTRUCTIONS 'SIMPSOM( MTS16 7 ASe PLA NAIL 5PAGIN6. oR 5TD. NAILING FOR TOP LOADED MULTIPLE-PIECE BEAM-5: TOP PLATE TO TOP PLATE - FACE NAILED 2-I6 2-I6 PER FOOT AT 57W TO Z SLY TO 5T1b 7. 2 ROWS OF I6d COMMON NAILS 12" O.Cd FOR DEPTHS 12"OR LL-55 TOP PLATE5 AT INTER5EGTION5 - FACE NAILED 4-I6d 5-I6d JOINT5- EACH 51DE (ONLY APPLICABL.1= FOR TWO-5TORY GONFIC-URATION5) a� �. IM 150ARP A 3 ROWS OF I6d COMMON NAIL5 (12"O.C) FOR DEPTHS OF Q", 16" t 18". STUD TO 5TUD - FACE NAILED 2-I6d 2-I6d 24"O.G. FOR STRAP- (4) 80 COMMON NAILS AT HEADER TD HEADER - FACE NAILED I6d I6d I6" D.G. ALONG ED6E5 EACH END OF STRAP 65 'SIMPSON CSIG FOR ALTERNATE (14) 10 D COMMON N.AIL5 FOR TOP PL. OR BOTTOM PL. TO STUD -END NAILED 5EE TABLE 35a 5EE TABLE 35a PER 5TUD STRAP GONFI6URA710N - EACH STRAP(TWO STRAPS TOTAL) SIMPrON' 6516 BOTTOM PL. TO FLOOR J015T,BAND J015T OR BLOGK'6 - FACE NAILED 2-I6d 2-I6 PER FOOT FOR 2ND FLOOR 5HEAT1N6 TO OVERLAP FIR5T 4 2x RIDGE roP PLATE TWO FRAMING ADDITIONS - (4) 8 D COMMON NAILS AT ALTERNATE 'slMPsoN' I1AN TWO ROWS IV, OG. THREE ROWS IV, OG. AT 57Ub TO�7.OE'JI ROOT= 2x STUD 0 0 0 0 0 0 0 JOIST TO 51L.1.., TOP PL. OR GIRDER - TOE NAILED 4-8d 4-I0d PER JOIST COLLAR TIE 0 0 0 FOR STRAP- SECOND FLOOR 4 5TUD5 BY MIN. 12" 0 0 0 0 BRIDGING TO JOIST- TOE NAILED 2-13d 2-IOL EACH END 0 0 0 0 EACH END OF 5TRAP WRAP BLOCKING TO J015T- TOE NAILED 2-8d 2-I0d EACH END STRAPPING UNDER SILL PLATE 2x sruD Two Jzays w OZ.. srA�RED TWO RO�^Is 6" 06. BLOCKING TO 51" OR TOP PLATE - TOE NAILED 3-I6d 4-16d EACH BLOCK AT STIR TO .Y TO SILL. PLATE Place (SLAB ON 6RADE AND/OR 6ARAC7E WALL APPLICATIONS) r 0 0 0 0 0 0 0 0 0 o LEDGER STRIP 70 BEAM- FACE NAILED 3-I6d 4-I6d EACH J015T FOR STRAP- (4) 8 D COMMON NAILS AT �- - - - - 0 0 0 0 0 0 0 0 o J015T ON LE06ER TO BEAM - TOE NAILED 3-8d 3-I0d PER J015T EACH END OF 5TRAP WRAP RIM 150 BAND J015T TO J015T- END NAILED 3-I6d 4-16d PER J015T 5TRAPPIN6 UNDER SILL PLATE RIM BOARD I. NAILING REQUIREMEN75 ARE BA5ED ON 5HEATHING NAILED 6" O.G. AT THE PANEL ED6E. IF WALL PLOT PLAN 5HEATHIN6 15 NAILED 3"O.G. AT THE PANEL EDGE 70 0BTAIN HIGHER 5HEAR CAPACITIES NAILING BAND J015T TO SILL OR TOP PLATE - TOE NAILED 2-I6 3-I6d PER FOOT PRILIC PIDYB: 51MP�dN G51 RE6UIREMENT5 FOR 5TRUGTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNEG70R5,5UGH A5 ROOF SHEA774M PRESCRIPTIVE 5TRAPPIN6 - I-I/4w 20 6A. &ALV. TO BE NAILED A5 PER TABLE I� �� SHEAR PLATES, SHALL BE USED TO MAINTAIN LOAD PATH. 3.4B 3 6A (RIDEiE) 2. WHEN WALL 5HEATHIN6 15 CONTINUOU5 OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF STRUCTURAL PANELS 8d IOL SEE TABLE 3.10 FOUNDAr1oN HALT NAILS SHALL BE PERMITTED TO BE REDUCED TO I-16d NAIL PER FOOT DIA60NAL 130ARD 5HEATHIN6 N AGGORDANGE WII�I MANUFACTURERS NS ALL MANUFACTURED PRE-FORMED 5 INS GONNEG70R5 TO BE NAILED IN STRICTTALLATION REQUIREMEN75 d INSTRUCTIONS 3. CORRO510N RE515TANT II GAUGE ROOFIN6 NAIL5 AND 16 6AU6E 5TAPLE5 ARE PERMITTED,CHECK Ix6 OR 1x8 2-8d 2-I0d PER 5UPPORT IBC FOR ADDITIONAL REQUIREMEN75. NOTE: FOR ROOF 5HEATHIN6 AT 6ABLE AND RAKE OVERHANG, PROVIDE NAILIN6 ® 4"O.G. IxIO OR WIDER 3-8d 3-I0d PER SUPPORT 5ECT10iN 8313: SMOKE ALARM, zL ON Ca;rI!R GEILIN6 5HEATHIN6 AUTOMATIC 5PMiWU_EI?.S SYSTEMS 4 CARBON HOHO IDE ALARMS Zx s CON CENTER 6YP5UM WALLBOARD 5d COOLER5 5d COOLER5 7"EDGE/10" FIELD SIMPSON' Chl NALM N srlw� WALL 5HEATHIN6 (4 1'�t_T WIVE MZLM W ALL"ICE ALARMS SHALL BE LISTED AND INSTALLED IN SILL PLATE W61!CR RPef-Wr-� wum k WOOD 5TRUGTURAL PANEL5 8d 10d 5EE TABLE 3.11 AC60RDAWZ WITH UL 217 AN2 INSTALLED ED IN ACCORDANCE NTH THE PROVISIONS OF THI5 GORE AND THE HOUI5EHOLD ON MMP-iC ON FIRE WARPi1Pl6 EtiJII'NPaPIT PROVISIONS OF NIaPA 72. OLPDATION HALL ; ANS 0ARft#NE7S 5TRUGTURAL FIBERBOARD PANEL5 1/2" II 6A r--ALV ROOFING NAIL - 3"E06E/6" FIELD HOUSEHOLD FIRE ALARM 5Y5'R3.15 INSTALLED IN AGCORDANUGE WITH MFPA 71 THAT INGl.l1DE SMHOKE ALARMS,ORA ..• "+��- ,° ` 77a' -: +;'' 25/32" II 6A GALV ROOFING NAIL - 3"EDGE/b" FIELD coFBINAnoN 17F SMOKE DETE>✓TGR AND AUDIBLE NOTIFICATION DEVICES INSTALLED A5 REQUIRED BY 7Hls SECTION ' w-, .6. ... .. �•y;, 4a .� ED6E5�I L�1d L�ffER '•f*' �.A..'+! •:•` � .:f.. FOR SMOKE ALARMS,SHALL 13E PERMITTED THE NGUSEHOLD FIRE ALARM SYSTEM SHALL PROVIDE THE SAFE LEVEL OF r i. '*•'; rIELD:Ir LTJ LE34TER T A. ., .rrA �^BY THIS SECTION FOR SMOKE ALARMS SMOKE DETECTION AND ALARM A5 85THE EVENT OTHER 6Y 15UM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/10" FIELD ALARM PANEL 15 REMOVED OR THE 5(5TEM 6 NOT CORELTED TO A CENTRAL(518157 TI FIRE HARDBOARD bd 8d SEE TABLE 3.11 NO. DATE DESCRIPTION PARTICLEBOARD PANEL5 8d 5d 5EE MANUR 01 07/11/22 155UEP FOR REVIEW SMOKE Ad-ARI-5 SHALL BE INSTALLED M THE FOLL.OWAS LACATIOP5= I.IN EACHSL�IPN6 ROOM 2.OUTSIDE OF EACH SEPARATE SLEEFIPN5 AREA IN THE IMMEDIATE VICINTY OF THE BEDROOMS 12IA60NAL BOARD SHEATHING 3 O EACH ADDITIONAL.STORY F THE DN✓ELLIW INCLUDING BASEMENTS AND CELLARS BUT NOT INCLUDING CRARSPACE5 AND UNINHABITABLE ATTICS.IN DNf.LIN65 OR DWE LLIN6 UANITS WITH Ix6 OR 1x8 2-&d 2-10d PER SUPPORT SPLIT LEVELS APD NUnM AN INTERVENIN6 DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM IN5TALLE 12 ON THE WPM LEVE.SHALL SUFFICE FOR THE ADJACE3Nr LONER LEVEL ROOF 51-tfTl-fINC� AND WAIS SfitI�AT111NC� P.TTP�.t1M�NT DIP�C�RP�MS IxIO OR WIDER 3-Bd 3-10d PER SUPPORT PROVIDED THAT TIE LONER LEVEL 15 LESS THAN ONE FULL STORY BELOW TH:UPPER LEVEL. NYS FZS. GCM Res I dent I a I Code of NYS MO. RVI(D) FLOOR 5HEATHIN6 NIE N MORE THAN OPE SMOKE ALARM 15 REQUIRED TO BE INSTALLED NtlTSNN AN INDIVIDUAL DNELLIN6 UNIT,•PTE ALARM DEVICES SHALL BE INTERCOHNECTTD IN SUCH A 144WR THAT THE TADLE PVMI(2) 5TRUCTURAL PANEL5 ACTUATION OF ONE ALARM HILL ACTIVATE ALL.OF THE OTHER ALARMS IN THAT INDIVIDUAL UNIT. USPMEMM UjIlIL JINNO PRAWFJE AM VWr PIP I" OR LE55 8d IOL 6"EDGE/12" FIELD THE ALARM SHALL-BE CLEARLY AWIBLE IN ALL BEDROOMS OVER BAOC6ROUPD NOISELEVELS ALL INTERVE3NIN6 DOORO CLOSED. m sYAMAW GREATER THAN In IDd I6d 6"ED6E/6" FIELD ACMDRMU WAVOIE 5r,»Oft PLASM Pry ASIMG2WABMP62*MkOW DIAGONAL BOARD SHEATHING INTERCONNECTION 15 NOT REQUIRED NIEN SMOKE ALARMS ARE P�MITTED rO BE BATTERY Ae tin PM ASTMC 42D OPERATED IN ACCORDANCE NTH SECTION 8313.12 445_roR pm ASTM A 7*asps sob ASTM A Hae Ix6 OR I x5 2-8d 2-10d PER 5UPPORT IN N5,1 CONSTRUCTION,THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR WEMM a AM VW WNStU 40 M PM it") A"F aaa IxlO OR WIDER 3-45d 3-I0L PER SUPPORT PRIMARY P121^ER FROM THE BUILDING WIRING WiEN 5116,'4 WIRINI6 IS SERVED FROM A COMMERCIAL 50URG,OR AN ON-SITE WWRM 40pgpFE COW ASM FMe ELECTRICAL POWER SYSTEM AND WEN PRIMARY POWER 151M7 PicD SHAM RECEIVE POWER FROM A BATTERY SW770H 8311: flEA !S OF 11 MS% C40MWW C44-0-AM PA,DOW SaMuLE 40 LPs PFE 15") Aar F MW BACKUP.WIRING SHALL BE PERMANENT AND WITIM A 0I5ONAEGTIN&SWITCH OTHER THAT TH05E REQUIRED FOR [ 311 Gl4nf fT7.NH 11�„ OVERCURR&ff PROTELTIOK SMOKE ALARMS SHALL BE PEFMITTED r0 BE ON AN ON-SITE ELECTRICAL POWER SYSTEM OR ." - tOlmral�corms P4G cadsr 4o ffs P HC�d11 eRCL2o Aair Maar ASTM e41 IN SOILDINI65 THAT RVER60 REPAIR,ALTERATION,0Wr-AE_ OCC.LIPAINGY,A001710H OR RELOCATION IN ACCORDANCE COOMWW CaPFOSM PVC P314o P52000 OW ASTM F WW APPc'ADIx J. 1119111131 9Qn�e4a t HANDRAILS SHALL BE PROVIDED ON A7 LEAST ONE SIM OF EACH GONTIP41GL5 RM OF MAPS OR FLIGHT WITH FOUR OR MORE RISERS. HANDRAIL IE16Hr,FEASl.RED VERTICALLY FROM THE SLOPED PLANE ADJOINNJ6 TSE TREAD NLOSIN6,OR FINISHED SURFACE OF RAMP SLOPE,SHALL 13E NOT cow OR WFFM LLCM PM A"a 42,A"a sot LE55THAN34INGLESAND NOT MORE THAN 361NGHE5 OMMORWFP0ZW0rTOM OMKM1.K.MORrW AriaB1%ASTHBa6,AMM B251,ASM B4#P BUIL1/ IN6 PLAN REX IEY Y NOTE: #mj.&2 gdQW VMt HANDRAILS FOR STAIRWAYS SHALL BE CONNTIKM FOR THE FIAT LE46TH OF THE FL16HT,FROM A POINT DIRECTLY ABOVE THE TOP RISER POLYOL"PIPE A"F M14 CSR BIa3 EXISTING BUILDIN65 UNDER601N 5 REPAIR, OF THE FL16VT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FL16HT:HANDRAIL E425 SHALL BE RETURPNH2 OR SHALL TERMINATE IN A M 34E L POST OF SAFETY FL YV ''1•as owe IPdrL PLAsna PRI AYPE MW MN D Asea,ASTM D 244%OM B1d31 ALTERATIONL,C.HHANSE OF OCCUPANCY,ADDITION OR RELOCATION SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED TERMINALS HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-I/2'BETWEEN THE WALL AND THE WDRAILS. 6TAK255 SM.DRAIMAW SW34 TYPE sot t ML A"AH23J BY APPENDix J I.HAN')RARS 5HALL BE PERMITTED TO EE INTER811PI�BY A NLS POST AT THE TURN COMBINATION SMOKE AND CARBON NHONOXIDE 2.THE USE OF A VOLUTE MMM,STARTIM6 EA51P16 OR STARTING M3*EL SHALL.BE ALLOWED OVER THE LOWEST TROD. I IIT P" C1 /ter ALARMS ARE PERMITTED,PROVIDED'ISE ALARM 15 LISTED FOR 9"USE.C.OM8INATIOP!SMOKE AND CARBON MONOXIDE ALARM5 SHALL..HAVE DISTINCTLY DIFFERENT ALARM 516NALS FOR SMOKE OR CARBON! Qp M ,ALL REG1fI12�HANDRAILS SHALL BE OF OPE Or THE FCDL1 OWIP16 TYPES OR PROVIDE 6QUIVALBdT 6RA5PABILITY (REWIRED AT EACH SUILDINK CORAM MONOXIDE ALARM ACTIVATION (REQUIRED AT EACH OVERHEAD 6ARME DOOR.WOMB) =ION M1502 C.L OTHE5 DRYER ME: YTW 4 HANDRAILS WITH A CIRGLLAR CROSS SECTION SHALL HAVE AND OUTSIDE DIAPE1IER OF 1-1/4 INC1 E5 AND NOT GREATER THAN 2 INCHES.IF THE HANDRAILS FI-OM ARE NOT CIRCULAR,IT SHALL.HAVE A PERIMETER DIMENSION OF AT LEAST 4 ING4E5 AND NIOT 6REATER THAN 6-1/4 INGHIE5 WITH A MAXIMUM CR055 SECTION OF (�tEQUIRED FOR ALL NEW CONSTRUGTIOPL AND 51CGGN�D FLOOR ADDITIONS) Ie/l_aiA7) NHJ. 2-1/4 INCHES. DRYER EXHAUST srs'TO-S SHALL BE INIPEPEWENT OF ALL OTHER SY5TI345,AND SHALL CONVEY THE MOISTURE TO THE TYM 116 HANDRAILS WITH A PERIMETER 6REATIR THAN 6-114 INCHES SHALL PROVIDE A 6RASPABLE FIN OER RE2 555 AREA ON BOTH SIDES OF THE PROFILE.THE FREDLAQ a F6R PLATMMM WCtV I"RWM �{� d�1T �J'Pifi�Yi�TI�I �OR5. FIM6ER REGE55 SHALL BE51N WITH A DISTANCE OF 3/4 INCH MEA%1RED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT (rOR moRE INFORMATION, Rano ze IL'yG 2015 RL=9IDENT•IAL RBOZ.11 mREBL.oCICIN6) LEAST 5116 INCH WITHIN 7/6 INCH BELOW THE WIDEST PORTION OF THE PROFILE.THIS F45WREP DEPTH 54AL.L CONTIR E FOR AT LEAST 3/6 INCH TO A LEVEL THAT 15 (KEWFW FOR ALL NEW GOAIS71,10TION APS/OR NEN ADAPTIONS) THIS SECTION SHALL NOT APPLY TO L157E V AND LABELED C.ONDENSIN6 DZXE55 CLOTHES DRYERS NOT LE55 THAN 1-3/4 INCHES BELOW THE TALLEST PORTION OF THE PROFILE.THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE REGE55 SHALL BE 1-114 INCHES TO Axmiwiym T1n71i pi T��i a1 MAXIMUM OF 2-3/4 INCHES.EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. (rOR EN61N�2ED LLQ [I e. WOOD 1-JOISTS] � M*. 61`1156.'s rOR APPMONAL Wo.) T y� Cm- T y p v1& l:XH5Al15T DUGT5 SHALL T'ERM'INATE:ON THE OUTSIDE OF THE BUILDING.F7 pI1GT TERMINATION SHALL BE IN ACCORDANCE WITH THE DRYER MA6RFAG7URER5 INSTALLATIONIN COh66170LE CON6TRXT1C1N,FIREBL.00K N5 SHALL LE PROVIDED To MOFF BOTH VBMAL 51MPSON'"M6 5PE3GIFIGATIONs.EXHAUST DUCTS SHALL TERMINATE NOT LESS THAN 3 FEET IN ANY DIRECTION FROM 5/00N R311.5 STAIRMYS AND HORIZOMTAL CONCEAL_®DRAFT OPE NIMH AND TO FORM AN EFFECTIVE FIRE BARRIER .�"-0® o.Co 9-.3 8t�) m�1® OR OPE3NIN55 INTO BUILDIN65.E XgAU5T DUST TERMINATION SHALL BE EQUIPPED WITH A BA0K1A AFr DAMPER. SCREENS SHALL �113J WOT?<� BETNE3N STORIES AND BETWEEN A TOP STORY AND THE ROOF STAGE . 5IMp1C0m,PM6 2-16D COMMON DU NOT BE INSTALLED AT THE Gr TERMINATION STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN HEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HE16W FIREBLOCKM STALL BE PROVIDED IN WOOD-FRAMED C0N5TFXTION IN THE FOLLOWING LOCATIONS, IZ" max. • NAILS O 6'O.G. AND BELOW THE REQUIRED HEADROOM 06W HANDRAILS SHALL NOT PROJEDT MORE THEM 45 IWA ES ON EITHER SIDE OF TSE � vmmuym THE DIAMETER OF THE E*W6T DUCT%W-L BE A5 REWIRED 13Y THE CLOTHES STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HHARXAIL HEI&M INCL.IA21N6 TREADS AND LANDING, I. IN GOMCEALED SPACES OF STUD NULLS AND PARTITIONS,INGL.UDIPL5 FM2217 SPACES AND WSW DRYERS LSTIN6 AND THE MAgFACMER5 INSTALLATION II67RIGTIONI5. SHALL NOT BE LE55 THAN 315 INCHES 14ERE A HANDRAIL 15 INSTALLED ON OPE SIDE AND 27 INCHES WERE HANDRAILS ARE PARALLEL ROM OF STIUDS OR STA6657M STUDS,A5 FOLLOY6 L3LOC.KIPMS PROVIDED ON BOTH SIDES. 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. ® • � O EflDNIAL L T72ANsmom DUCTS SHALL Prior BE WITHIN GoN sriwT70M FLE(IBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST VXT OY5TE M SHALL W LIMITED TO SIWAE MMM THE WIDTH OF SPIRAL STAIRWAYS SHALL 13E IN ACCORDANCE WITH R3115b. 12. HHORIIONTAILY AT INTERVALS NOT FINNS 10 FEET 0046 MPU. LETN6TH5,PLOT r0 EXGE�6 FEET AND SHALL BE LISTED AHD IN ACCORDANCE KITH LA. 2156A4 2M13-2 . AT INERCON4R,77ONS BETWEEN COWZALED VERTICAL AND HORIZONTAL SPAC45 9"A5 4 ® ® , � e • OGG1R AT SOFFITS,DROP CMW75 AND COVE C.EILIM65. � IZ" ma X. EXHAUST DUCTS SHALL BE C06TFXTEV OF A MINIMUM OF 0.016 INCH THHIGK RI61D METAL THE MINIMUM WAAVROO14 IN ALL PARTS OF 7HE STAIRWAY SHALL NOT BE LESS THAN 6'-w MEASUZED VERTICALLY FROM PROJECT NAME: DXT5,HAVING SMOOTH INTERIOR SURFACES WITH JOINTS RANPLIN6 IN THE DIRECTION OF AIRFLOW.EXIWIST DWT5 SHALL THE S PLANE ADJOINNI6 THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LAPDIN6/PLATFORM 3. IN CONCE LED SPACES BETWEEN STAIR OTRINSERs AT THE TOP AND BOTTOM OF THE RUNE To RESIST T MATPLAN E3NGL 05ED SPAC.�IIPDER STAIRS 54ALL COMPLY WITH SECTION 83027. D E NOT BE CaPxNEGTED NUTH SHEET-PETAL 5GRE3^5 OR FAsrt�IM6 M1EAN5 WEIGH EXTEND INTO THE DLC7. 101.3.35YM t t � ' • 11/�I T R A C 1\ 4. AT OPBNIPLS'5 ABaW VEM,WITH AN APPRO ,WES,VZT5,CABLES AND WIRES AT CEILING AND FLOOR LEVEL, / APPROVED MATERIAL HE FREE P&W.6,E OF FLAME APD PRODUCTS OF 51MP��ON'HIC'Q6 TSE MAXIMUM RISER FEIC#r SHALL BE 6-1/4!INCHES. THE RISER SHALL SE MEASURED VERTICALLY C�AM�5TIO BEQE MATERIAL FILLIN5 THIS ANULAR SPACE SHALL NOT BE REQUIRED TO WE THE OR ALL WORK SHAD.FEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL,MUNICIPAL,LOCAL,AND OTHER AUTHORITIE5 HAVING BETVE�N LEADING IDLES OF TIE ADJACENT 1READ5. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXC.E�D 511,11P50N'PH42Fi ,MWICTIOR IM51.01N6 LEW YORK STATE:PLUMBING CODE AND COIAlTY HEALTH DEPARTMENT RE60LATION5. ANY WORK NOT W3XGT THE SMALLEST BY MORE TIEN 3/&INCH. S. FOR THE FIREBLOGKIN6 OF CHIMNEYS AND FIMW.E5,5EE SECTION RIO03.19. 3'50.X 5/16'wA5HEI;5 ADDITION TO THE APPROVAL OF THE AUI11ORITIE5 HAVIN5 JURISDICTION SHALL BE 6OVER11W BY THE NATIONAL PLUMBING CODE THE 2 4 END N!T SETUP COUNTY HEALTH DEPARTMENT,AND MAPI/FACTIIRER'S SPEOPIGATION5 AND RECANT EPDATION5.ALL DRAINA6E PIP1146 SHALL BE BLAH IN TSE MINIMUM TREAD DERPSH SHALL BE 9 INCHES. THE TREAD pE'7H SHALL BE ` 6. FIRM.OWN6 OF C08NICE5 OF A TWO-FAMILY DWELL.IN6 K BECUARED AT THE LIPS OF PVC PIPE SIZED AS SHOWN CML DRAWIN95 OR AS R5XIR32 BY CODE.PROTECT ALL PLUMBING MATERIALS FROM FREEZIING. PITCH ALL HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROXY-TION OF ADJACENT 7RFAD5 AND AT A R16W AWAZ TO / DN EUIN6 UNIT SEPARATION! DRAINS AND BRANCH VENTS MIN4raz Fool: NO PIPES,EITHER WA51E SUPPLY,OR VE3Nr SHALL BE EWOSED ExGEPT A5 W52ARED AT TIE TREADS L.EADIN619:) .TIE 6REATEST TREAD DEPTH WITHIN ANY FL160T OF STAIRS SHALL.NOT FXCEM THE SMALLEST BY MORE DOUBLE SILL PLATE mgpm r-mizE. PROVIDE INSTALLPIP(N6 REQUIRED FOR HVAC SY5PcM. AIL FIXTIAREO HAVE}'ST/PPLY LINES UNLESS OTHERWISE THAN 3/6 INCH.WINDER TREADS SHALL HAVE A MINFAIM TREAD DFPM OF q INCHES MEA5U4EEV A5 ABOVE AT A POINT 12 INCHES FROM (51146LE FOR SLAB ON 02EQUIREV FOR ALL NEW C.ONSTRUGTION AND FIRST FLOOR ADDITIONS) 5TREET APPRE55: 1125 EA5T GILLETTE OR REQUIRED BY PL"IP16 FIXTURE MANIFACn RER. PUUA-M TO VERIFY ALL PL"IMG FMQUIReIIENM PIPING MATERIALS SHALL THE SIDE WHERE THE TREADS ADS ARE NARROWER. WINDER TFM"SHALT.HAVE A MINMIM TREAD DEPTH OF 6 INCHES AT ANY POINT GRADE APPLICATIONS) WITHIN ANY FL16W OF STAIR5,THE 6REATE5r WINDER TREAD DEPTH AT THE 12 INCH WALK LINE SHALL NOT EXCEED THE SMALLEST BY PLATFORD9 FWE �SM)CYKM a •®: TOWN: EAST MARION COWORM WITH 5ECTION 404.6 OF THE IN.Y5.CONSTRUCTION CODE. ALL PIPIPN5 TO BE LOCATED 50 A5 TO MINIMIZE NOISE. PROVIDE EA . LAS - �eT>c�1 wl n 5/6'DIA ANLGHt2R 1 STATE: NEW YORK AND INSTALL LD OR LEAD COATED CAPPER PAN COVERINS 51DE5 AND BOTTOM OF SHOWER ENGL05UMORE THAN 3i6!MGH RE WITH ALL SEAMS a4PFs a MlEIf CON[NnaY SOLDEIRED.PROVIDE FOR HAT RPROOF DRAIN CONNECTION. JF1°I , '®� B171T5 i AL CODE: IIg3Q 1�THE RAD05 OF CVRVA7LRE AT THE L EADIM6 EDGE OF THE TREAD SHALL BE N O 6REAT'ER THAN qAb :4 POSTP05T #: 1000-38-4-20 INCH.A NOSIM6 NOT LESS THAM 314 INCH BUr NOT MORE THAN 1-114 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. * ® 5GTM POURM 3.2.2.2 WALL TO 1'I AU ASJ�.Y: THE GREAT ZEST N1051N6 PROJECTIONE XC. SHALL NOT EW THE SMALLEST NOOIN6 PROJECTION BY MORE THAN 3/6 INCH BETWEEN TWO 51MP5ON'HI2Q6CONCRETE 51 TE NUMBER: -- STORIES,INC.LIlDIN6 774E PIOSIPI6 A7 THE LEVEL OF FLOORS AND IAPDIPl6.BE'�LIPN6 OF NOSING SHALL NOT EXCEED112 INCH. a er xnad n� n� • ' OR STORY TO STORY LPLIFT CONEG710K FROM UPPER STORY WALL STUD TO LOWER STORY WALL_STUD SHALL BE IN ACCORDANLGE WITH 815585 SHALL BE VERTICAL OR SLOPED FROM TFE UPD®251DE OF THE LFADIPL61326E OF THE TREAD ABOVE A7 AN ANSLE NOT MORE eT�rrlrre ° FgJNDAT10Nl °'. : : 51t Ex y'PHS 2-160 COMMON THAN 30 DEGREES FROM THE VERTICAL.OPEN R15M ARE PERMITTED,PROVIDED THAT THE OPEMN6 BET WEN N TREADS DOES N OT � 1 WALL NAILS O 6'O.G. GENERAL NOTE S THE�QIIIREMIPNTS OF TABLE:3.4. PRESCRIPTIVE 5oL11T7oN5 ARE PROVIDED IM TABLE 3.48. WHEN UPPER 5TCDRT'WAL STUDS ARE NOT PERMIT THE PASSAGE OF A 4-INCH DIAMETER SPHERE. 1 SECTION LOCATED DIRECTLY ABOVE LONER STORY WALL STUD,THE 575175 SHALL BE ATTACHED TO A Cat-ION MEh1BER IN THE FLOOR � I FOR RU LBM6THP A65E?1MY WITH UPLIFT CON•ECTIOPS IN'ACCORDANCE WITH TABLE 3.4. mrWam T C31p> s LZOAMV BLOC.KIN6 OF 57M AND 3.2.2.2 WALL. TO WILL. ASS& LY: I.A NOSING 15 NOT REQUIRED WHERE THE TREAD DEPTH 15 A MIINMALM OF 11 INCHES L OCpTIOPd � D COD E 2.THE OPEMIN6 BETWEEN ADJACENT TREADS I51NOT LIMITED ON STAIRS WITH A TOTAL RIDE OF 30 INCHES OR LOCATIOPd 9 LOCATIOPd 2 LOCATIOiN 3 TIOW 4 LOCATIOW 5 '�,'�, 0 LTHE u FIRST FLOOR WAmpovrormns 7" embedment Into concrete foundation COMPLIANCE NOTES IL STUDS SHALL BE 7PTLEGTED r0 THE J=0IRNDATIOW,SILL PLATE,OR BOTTOM PLAYS IN ACCORDANCE WITH 15"embedment into block foundations REQUIRL7NTS OF TABLE 32GRI . PRE5PVVE SOLUTIONS FOR STUD TO FOUNDATION,SELL PLATE PL OR BOTTOM ATE ARE PROVIDED IN M15.4 WV06 MR SYAI�YSt TABLE 3.48(SEE F16URE5 32A-E). A MINIMUM OF A I V4'X20 6A6E ASTM A653 6RA12E 33 57EEL STRAP SHALL BE NAILS r0 THE THE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. Terme ® �I m�a pis, ALL 5TRAPPIN6,ANCHORS,HOLD DOPM, • STLTJS IN AGGORDAMGE WITH TABLE 3.48 AND HAVE A MINIFAM EMBEDME31T OF 7 INCHES IN CONCRETE FOIAADATION AND a SEAL 51GNATUb2E:� PROJECT NUMBER:2022-0034 SLAB5-014•6RADi~15 INCHES IN MASONRY BLACK FOUTDATION5,OR BE LAPPED UDDER THE PLATE AND NAILED IN ACCORDANCE WITH : ; TABLE 3.48(555 FlELTtES 32A G). NOETI THE STEL STRAP S LAPPED UNDER THE BOTTOM PLAT 3 IMGFH SQUARE NL�5HER5 SHALL BE A FLOOR oR LAPDIN61s Nor REWIRED AT THE TOP of AM iNTE3Z10R LR 16HT OF SHIERS z-&. i .' •f A: 4. � D AQ C INITIATED DATE: 06101122 115W ON THE ANCHOR BOLTS AND AIJGH�OR BOLT 5PAGIN6 SHALL MOT EXCEED THE RECUIRVI NT5 SPECIFIED IN TABLE 3-Nl STEEL INICLUDIIN6 5TAIR5 IN AN ENCLOSED 6ARA6E PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. I r�°� ® ® , • I.USE 5/6'DIA.ANLGHOR BOLTS W/MINIMA)M 7'L3�BLah�dT INLTO '' .. :,:. C7 Etd B, �Sj DRAWN BY: 53A STRAPS EMBEDDED IN OR IN CONTACT 141TH SLAB-ON-6RADE OR MASONRY BLOCK FOUNDATIONS SHALL�HOT-DIPPED 6AL.VANZE D ""'� ° � /!v �J q,� � AFTER FABRICATION,OR MANUFACTURE D FROM 61&5 OR Z450 6ALVANIZED STEEL. A RIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GREATER THAN 12 FEET BETNE�N W 3'SQUARE X 5,46'KASHERS AND END NUT SETUP. ® ' ` . '� CHECKED BY: 55A FLOOR LEVELS OR LANDIN55. is THE WIDTH OF EACH LAWNS SHALL MOT BE LE55 THAN TSE STAIRWAY SERVED.EVERT' 2.AW"NOTED HEREIN ARE NOT To BE USED FOR OR REPLACED BY � t f,! , � .� DRAWING NUMBER: NOW DOWNS FOR SHBAL?WALLS. 7/w DIA. TFC ROD EMBEDDED � ) LANDING SHALL.HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE DIRECTION OF TRAVEL IZ 1/2" Nro W, SNvPrSW ET - 0 Gm001000 THE NLALxINN6 51ARFAGE OF TREADS AND LAADINd65 of STAIRWAYS SHALL BE SEINED No STS92ER THAN ONE LANIT 0,7760!INCHES F N E,nl�Q PAGE: 2 OF 12 VERTICAL IN 46 HES HORIZONTAL(2 PEROW SLOPE) `%<P V BUILDING DEPARTMENT NOTES L I USE AND OCCUPANCY-SINOLE FAMILY RESIDENCE ROU6FI GARP)=NTRY: ST EVIE AFFEm "" TYPE OF CONSTRLICTION-VB t. ALL LUMBER SHALL BE DOU6LA5 FIR#11 BETTER LNLE55 OTHERWISE NOTED. TAME SOT`TOM PLATE TO F ATION GONN�GTIONS 2. ALL LV43M IN GRAWLSPAGE5 TO BE 18"ABOVE SCRATCH GOAT.MAINTAIN 8'MINIMUM FOUNDATION FXPO5LRE. T F 35/4 TOP OTT PLATE TO LAT"Eg& TAS F �lgA RI� IENg2lOI� J l•Tl REFERENCE STANDARD-HOOD FRAME CONSTRUCTION MANUAL 2018 FOR ONE AND TWO FAMILY OWELLIN66 3. SiLLS TO BE PRESSURE TREATED{P.T)AND SECURELY FLASHED WITH A TERMITE SHIELD,ALSO PROVIDE SILL 5EAL11NSUl.ATION, ( tM POUTS) ISTII�i6 LATS LOADS ARCHITECI 517E OF SILL TO BE(2)2"x6',UNLESS(I)2'x6"15 NECESSARY TO MATCH FLOOR HEI6HT5 WITH TIE:EX15TIN6 5TRUCTURE. MOM WIN - E)POSLM G LTIONS FOR MN2 LO - EXPOSLkZE ! 9= 5 FOR WIN - =2=RIF $ !. ALL FORK 5F6AI1 COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 4. AT FLUSH FRAMII4?USE I6 6AU6E METAL 'S1MP50N'JOIST HAN6ER5 OR APPROVED EQUAL. 61nT WIFD bpm? L+; gp f2O IV No RFM 5F1.GfD wsr WIM SPw QvPti) 120 t�0 Iq0 � t OAD AS�vPfI0N5: ROOF / GEEING A55�vICLY DL=10 PSi' 2. ALL I^IORK SHALL COMPLY WITH THE APPENDIX J EXISTIN6 BUILDINF6 AND 5TRUGTUREV OF THE 2020 5. MINIMUM DOUBLE HEADER5 AND TRIMMERS AROUND ALL OPENIN65 IN FLOORS,ROOFS,AND WALLS. PHONE: (631) 553-b333 15:� RESIDENTIAL CODE OF NEW YORK STATE. b. DOl1BLE ALL JOISTS UNDER PARALLEL PARTTIONS PO515 AND BATH TU85. DOTTOM PLATE TO rOLWATION T s a,4 ThRm SECOND GUST WND SPUD (tiP t I'-+0 140 FaMATION ANOI-IOR mr �PORTMG KWKW ANCHOR car 617& NM ON) STUD -SPACING wA-L t1 Neff NIMNE3R Or WP C~N NILS PO BOX 762 3. FIRE STOP VERTICAL SPACES IN WALL5 AND PARTITIONS AT FLOOR LEVEL,GEILIN6,AND ALL FURRED SPACES 7. ALL BEAMS,61RDER5,ETC,.TO HAVE MINIMUM OF 3-1/2'BFARiN6. OOMrGTTON RES16TINO (N.) OR 40 D DOX NAL-15 PER STUD POUTS TO ATCREA"� � D Oq„A(aNN MALS OR IOD Rax /� MALS N FETD cF H/4" S7LAP T RIVER, NEN YORK 1173a NOT'T0 EXCEED 8'-0"VERTICALLY OR ID'-0"HORIZONTALLY. 8. MINIMUM HEADER TO BE(2)2'x6'UNLESS OTHERWiSE NOTED. I/2" Y,tiOR RATE CONNECTION ROOF(HLF) �z'3 Y4= PITCH ROOF SP'4N 8 F E 'AA4.sar 4. PLASTIC MATERiAL5 SHALL COfIFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. q. ALL P.00D SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE PRESSURE TREA=ACO STORIES 30 >y 2 2 2 5. ELECTRICAL INSTALLATION 5HA-L COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER NAILMG SCHEDULE.6ENE RAd.LY 5fEATH1N6 15 A 112'THIGKNE55 ON WALLS 5/8" AW'fIOR DOTS 2 2 12 2 2 GHAT'TERS 33 43. IZ 2 2 2 AND ROOF AND 15 OF COX 6RADE,UNLESS OTHERWISE NOTED.SEE FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT Aea ��� � 16 14 2 2 2 (0 2 2 b. PLL1M31NO INSTALLATION 5HAU COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,GHAPTER5 L usrrs M�AkR9 on Aea2Frlaas N Tipe A31 NAILING RE6UIREMENT5 WEEN APPLICABLE. f, WHN M ELM oars ARC trry TO sr Lr ff WMA.My arM LO"ne Mmum*am M. VMM atALL nor Maw TM � 2 2 2 3 CONSULTANT: or TM TW ren VMtes rM utrr LA"p-rar La c)at"MM ML WrMe raVO(rAa.e A3" rM omm MMM Pam LWAn6N6 IS 2 2 3:12 24 3 3 25-33. em emam M7 Iry ft". 3 It. PROVIDE METAL DRIP FLASHfIN6 OVER ALL EXTERIOR WINDOWS 1 DOORS. * rAM2An9 AWM par IWACM PM uTMW Mo*M wos AMW WA",M armrs N ACCCImMkz wrm OwrM SA*L PM ormm 24 2 2 2 7. MECHANICAL SYSTEMS SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK 5TATE,CHAPTERSWAL ar.ATtM rftS ne TAMAW INCISE par 9FAa"awl pt ILLMJM>pY TM APFRR6Qt arAnw TYPE rncrCR N � 3 12. 50 FLOORING,6E ERALLY,TO BE OF 3/4'THHICKtE55 AND OF COX&RADE NAILING AS PER NAILING SCHEDULE AND 6LUED. TAPE'PM,our N W Clea*VLL:warm Dal•9FACM MM a r=r ar CMM t PnesGRFrne care Ane oA99 ON A r7"N TA"n. 4. PGR TNM OM"eller"V at79�1 eMTtft mN IM IFIL MM A rKLLAT W LATM&VAle MW Mg ASD 6MTM mw fa R.r, A TAKUM Mll, e�tO/p5 Aw CGMtGTbN Pr Sys awt W Fe"Tm To W-KLM"Cf 092 rm 12-23. 13. EXTERIOR SFEATHHIN6 TO BE COVERED WITH'1YVEK"HOUSE WRAP OR APPROVED EQUAL. w"m C-ft ns SMALL W M tom ne L a"►Rau rmz"s. rRNaNs nor ISATIS wrttsa a rtrr or t 8. ALL 1%ORK SHALL COMPLY WITH THE 2020 ENER6Y CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. S TAMArm M Aaas Laos AftU&A MRO LZATM N eFMM 0 3( 4 5 14. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HE16M AND AT UNL5UPPORTED E96E 5F_AM5 OF EXTERIOR 5HEATHIN6. IZ 1 2 6I<NERAL NOTI=5: 15. PROVIDE CROSS BRACING AT JOISTS,5TUD5,AND RAFTERS WHEN 5PAN5 FXCffiD&-O'AND AT EVERY 8'-0' r F Ti l --- -- --S - - FASTEST MILE 16. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS. (h®�TD WAl1-T0-WALL A_,wAL E2±a,�PATIOM w "" I. NO WORK 70 START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT'. 16. APPLY ALL CONDITIONS ADDRESSED IN NAILING SCHEDULE A5 NIEGES.�SAtRY. 3 20 2 2 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRANIN66 HEEDED,UNLESS OTHERWISE 5PEGIFIED:ALL 124 140 4.12 24 2 0I1-05iON5 AND GOND1nON5 PERTAINING ARE TO BE FiELD VERIFIED. 3 !8. PROVIDE ALL NAILING AND STRAPPIN6 ADDRE5�5EP IN DETAILS AND NA(LINC,SCHEDULE.ALL J015T HAN6FR5 TO BE'SIM1PSSON'OR PEAD LOAF A55LUPTION6: ROOF CEILING A55EWLY DL=15P� ATT 1 FO 5 R 29, 3 3 3. GONIRAGTOR SHALL OBTAIN ALL REQUIRED APPROVALS,PERMITS,CERTIFICATION OF OCCUPANCY,iNiSPECTION APPROVED EQUAL•TOO.ALL EXPOSED HARDWARE TO BE'ZMAX'COATED OR APPROVED EQUAL. WI LOA®S 32 �j 1q. AT"PET WALL'PARALLEL TO J0151'5 FRAME DOUBLE JOIST A5 PER CODE.6ENERALLY,SEPARATE DOUBLE J015T THE THICKIE55 Ttf 5r1OND WA D ) 144 No 3 4 APPROVAL,ETC.FOR WORK PERFORMED FROM A6ENGIE5 HAVING JURISDICTION THEREOF. OF WALL ABOVE.SUB FLOOR SHALL NEVER EXCEED A Ib"SPAN. E r E r r r 4. ALL WORK TO BE DONE IN CONFORMITY WITH RE51DEN71AL iRC 2015 GORES,NY5 2017 UNIFORM CODE SUPPLEMENT. FLAKE SPAGM6 Root SPAN N1 M Or SD COMMON NALS OR 10 D DOX MALS IN 12 I I ST 20. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND 5TZAPPIN6 AS PER PA6E 051-0-G51-2. (IN) (rT) EACH ETD OF H/4"xEDAM E RAP +... !WA" LOCAL CODES,AND NATIONAL ELECTRICAL CODES,LATEST EDITION. 20 234 5tfATtNiNG LOCATION I ��� I FSR LD OGMdA� (o I 2 5. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO 5TARTIN6 WORK CONTRACTOR TO NOTIFY ARCHITECT 21. PRESSURE TREATED'PLT.'SPECIFIES PRESSURE PRESLTLVATIVELY TREATED LUMBER IN ACCORDANCE WITH Al-PA G22;WHERE (IN('I HES OL) MALSftltm OL. 5 2 IMMEDIATELY OF ANY DI50REPANGIE5. DRILLIN6 AND/OR GUTTIN6 OCCURS,FIELD TREATED LUMBER WITH COPPER NAPTIENA7E WHICH 5HALL CONTAIN 2%COPPER FETALIZ ( I 2 2 (2 6 YL 2 6 12 6 I2 2 5:12 b. ALL MATERIALS TO BE USED ON THIS PROJECT SHALL BE INSTALLED IN STRICT CONFORMITY WITH THE 2 2 BY REPEATED BRU5HIN6,DIPPIN6,OR SOAKING UNTIL THE WOOD ABSORBS NO MORE.ALSO,FOR HARDWARE USED WITH P.T. Ib I I 2 2 20 2 2 2 3 MANUFACTURES RECOMMENDED SPECIFICATIONS FOR INSTALLATION OF THEIR PRODUCT. LUMBER,CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T.LUMBER MANUFACTURER SUCH A5: HAN6 '�',NAILZ 5, 2 2 P13RIMLETGR ZCJtE L6 12 6 6' 6 IZlk 24 2 3 7. GOMRAGTOR SHALL MAINTAIN COVERAGE FOR ALL INfSL/R�WGES,B0ND5,ETC,A5 REQUIRED BY LAW AND BY THE SGREW^ FLASHING,ANCHOR BOLTS,M.FOR LOCATIONS SIGH A5,LED6ER BOARD,SILL PLATE,DECK CONSTRUCTION ETC.ANY 25 I 2 b 192 6 tZ i b� 6 68 3(0 3 3 REFERENCES TO GGA ARE TO REPLACE P.T.OR ACO n 2 2[> 1.15s 6y 6y by 12 1 1 OWER. 'fib Z 2 9 15 24 6 22. LVL(LAMINATED VENEER L-LIMBER)DENOTES EITHER OF THE FOLLOP�uN6: (� 2 2 PLOT PLAN 8. THE CONTRACTOR SMALL PROYDE ALL 5AFE6UARD5 A5 REQUIRES TO PRECLUDE INJURY TO CATERS AND TmLmm a rare n aav ON"emisA"Wn"Aft N rAgt AAA. >, rAa2ATT9 LPr.rr ccrrrurTaa Aeeue A puDeas taATev N r.FMt"e o. Y2 6 6 fZ X v a2"aOOLY A.A.FVEL TRUST J015T IAE MICRO LAM 5. T*UAn9 Mrr C teaM wars MWX A PZW AW W-V Lav m 9 Per(0!0 CONRAGTORS PERSONNEL,AND TO ALL OTHER PERSONS AT THE CONSTRUCTION 511F. R Tar ca Aesm Cr r ay-a P'a')r A CMM AWMftY N lar meeear nip,crf-rrs "J a ro TTf ar 2 B.GEORGIA PACIFIC 20E 6 P LAM PA9abetx,nr UWAM MMM Cr W LS*KL.oe NSP V(I NW AT Z""a'TM STRAP Ib 6 IZ b IZ 6 12 (0.12 24 2 2 q. CONRAGTOR5 5HALL EXI3ZLI5E 6000 J VOEMENT TO MINIMIZE DAMAGE TO ADJACENT PROPERTIES.ALL AREAS P5L.(PARALLEL STRAND LUMBER)DENOTES 4. ASTM Ams ORKE"fend.frFW DAMA6ED DUE TO NEW C.ON511WTION SHALL BE RESTORED TO HEIR OR16INAL CONDITION BY CONTRACTOR. A.(LEVEL TRUST J015T 20E PARALLAM ZONE 6 6 28 2 2 115E DESI6NATED LUMBER OR APPROVED EQUAL.ALL TO BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS. 10. EACH TIRADE SHALL FAMILIARIZE TIEMSEL.vEs WITH THE INTENT OF THESE PIANS AND COORDINATE THEIR WORK ��� �• 2 '> WITH OTHER TRADES. 23. FOR NEW WALLS,A PERFORATED SHEARWALL SYSTEM 15 USED.THE CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE 'T" 2, ! I T� MMNQ TO WALL 6MWIIQN 24 6 fz 6 I2 b 1 12 3(0 2 3 N DETAIL5,NOTES AND TABLES,THE NAILING 56FEVOLE SPECIFIES THE REQUIRED NAILIN6 FOR THE 5HEATHIN6(ANY NAILING � S FOR W! - EEM= $ GADLE EN WALL. RAKE OR g II. ALL MATERIALS ARE TO BE PETALLED a=n AS PER MAMlJFAG7URER5 SPECIFICATIONS,UNLESS NOTED OTHERWISE. RAKE TIRU55 w LaGKGIlT 6 6 6 6 12 I 1 SPECIFICATIONS ON THE FLOOR PLANS 5HALL SUPERSEDE THE NAILING 5CH E171A_F�.HOLDOWPI5 OPERATE IN CONJUNCTION WITH THE DE�+U LOAD A55L�v1PTIONS: ROOF GEILINC� 12. IF,IN THE COURSE OF GON5TRUGTION,A CONDITION EXISTS MICH 015A6REE5 WITH THAT A5 INDICATED ON THE LADLE ETDWALL RAKE OR 6 6 6 6 6 b 1 PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY TIE ARCHITECT IMMEDIATELY.SHOULD HE FAIL TO PERFORATED`�A�-SYSTEM.(INSTALL AS PER APPLICABLE DETAILS 1 MANFACTVRER 5PEGIFIGATIONS).HHOLDOWN Ac�M�Y �=ASF RA4CE TRUSS w/o RAKE 0MRtiAN6 S10 2 2 e•NALM a'AaO AT PRE.eP W N FOLLOW TH15 PROCEDURE,AND CONTINUE WITH THE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY LOCATIONS ARE SPECIFIED ON THE FOUNDATiON/FIR5T FLOOR PLANS. 1118 SELOMD 6lXT µ/IMA SPED r-WL trAO0 Ar NreaAv6tM aFPoxr'e N m FMeL rnP prp 7:12-12:12 2�1 2 2 24. COLUMN BEARING AS FOLLOWS:WOOF P05TiN&TO BE BLOCKED SOLID TO FOUNDATION WALL WITH END GRAIN TREATED WOOD 1 I Tae Par a-UPMEATMO r=rffM 4 rear or Tre r TIE R&esw=a•TFe PetNETTR axe CP m P/ ATrm axe a• ARI5IN6 nEREFROM. Q„PLN) MR r pf�Aa CAAi 6R Q M PA7P PGNC nr 4 ro0r P AeT�epee TETE ATTAfAMM Tr ■ � x TM LAMP a Nat oN aNrM WL OPACNrs MM"*M"ATTAam W Rxrta/ M r 400 28 2 2 13. ALL WORK AND MATERIALS SHALL BE 6UARANTffi7 FOR A PERIOD OF ONE(1)YEAR FROM DATE OF ACCEPTANCE FLA5HIN6.STEEL COLUMNS ARE TO BEAR UPON FOUNDATION WALL.WITH STEEL SHIMS 1 A MINIMUM OF 3/4 OF NON-SHRINK 6ROUr REQ CAPAC" OF nr wexon.rM rM MOOD rm w0*7,e 0Aj 7M W M ePACM awl Ise n2Rea!n TO A Nara oc.0. 32 2 3 • f7RAME SPAGM6 ROOF SPAN G0i4rLTION t•Z e4�i rOR rFrFM s wffh V yr&<p^TM WL ttrAa *V�L n"ATTAai!p TO RA-rM oe MW Ta 4 rrtr9. ob. SECURE WITH(2)IAT DIAMETER ANCHOR BOLTS(4 LON16 EXPANSION BOLT EXI5nNi6 WALLS 1 12 LOM&HOOKED BOLTS®t43^N MW"MM BY OWAER. ATT 4. rMUArm 4 Nat oa NAL SPA"AsaAr_n atATT9a6 ACatm TO RWM/MOS MM"AE,RtP3 wmt 3.4 14. OWNERIBUILDER ARE RESPONSIBLE FOR ALL IN5PEGTiON5,APPROVALS,GERTIFIGATION5,CERTIFICATE OF FOUNDATION WALL5)FOR ANY P05nM6 o GNU WALL SEE PLAN FOR REQUIRED REINFORGIN6(o MINIMUM 16"WIDE 3 GOUR5E5 OF L 5 U L 5 U 6 � ,*NOWW"AMW ttA ��N���nZ WC �VAL IC F=tM TO 7 Nara oG I. TADU ATED GOMEGTTON R WRME2rS SHALL DE PmJMQTTED To DE MI.LnR.Ifp 15Y OCCUPANCY OR C.OMPLETiON AND V.L.APPROVAL. SOLID BRiGK MASONRY CENTERED•P05TIN5,U.O.N).(evr m11 PEEN COLUMN OR P05TN6 15 PART OF THE LOAD PATH FOR U5E iN A C>I 898 M511!51- MILE 0 (L .70 FOR FRAMING NO AMING NOT LOCATEDATEP mniN 8 rEEr OF DLIL.DING 15. DO NOT SCALE DRAWIN65.WRITTEN DIMENSIONS SRFERCE7DE 5GALE9DiMEN51ON5. SHEARWALL,ALL ANCHOR MAKING AN ATTACHMENT ARE TO BE WITH STANDARD SHEARHALL HARDWARE(WITH NOTED VALUES)4 V, 147 189 CORNERS. WIND.��" D (Ivf'H) 2. TAWATAq�JITEP P.VW- G4M2GTION LOMS A55I)vE A DtA.DIiJG LGiGATEP M EJff'O-9)t'E C 16. 1DRANIN65 AND 5P 11`16ATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ANCHOR BOLTS,U.O.N.WITH TOP GAPS a STEEL COLUMNS TO BE A MINIMUM 1/4"BENT PLATE 8'LONG WiTH 6'R15E 1 WITH(2)3/4' w PO 221 s. TADLIATE P OONNFLTION RU"RBMANrS ARE DASFD ON A TOrA- (.PLAT M" 0.60 WHETTER THE PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT.THEY ARE NOT TO BE USED 24 N19 252 Or LITE ROC" A55�Y DEAD LOAD (060x10 Pyr) ARGHiTECT I 30 DIAMETER BOLLS THROUGH CENTER LINE OF VERTICAL LEGS SET 6 DISTANCE,U.O.N. 14428 219 254 TAI�LE 3.11 W ThtIN6 TIO f70 NO 4. TADl.1.ATFD cON�LTION RFQLRRBMFAfrS ARE DAA ON A 1t N RD6E' STRAP ON A M OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT,EXCEPT BY IN WAZInN6 AND WITH % 3 io 6PAGMGDY THE APPROPRIATE: IALTFLIER MO, FOR PrrM!t4T RIDGE STRAP 6 PAOM6, MULTIPLY THE TADLLATED VALUES 25. R�RBrX6 STANDARD USED FOR THE DE516N OF WOOD FRAMING 2001 EDITION OF AMERICAN FOREST AND PAPER 545 ATT -ff iE���-NT��' F9R AN: APPROPRIATE COMPENSATION TO THE ARCHITECT. A�S`SOCIATION(ANPA)-WOOF FRAME CONSTRUCTION MANUAL(I'dFC.MU FOR ONE AND TM FAMILY DWE'LLIN65. U-ORMTOR U,�Lm WI � OR PA43 SDMG Rvee caw-&TION SPACM6 N) 12 Ib 1 193 24 1 45 NO. DATE DE50RIPTION h. 5TRUGTURAL STEEL TO BE A5N A36 DETAILED,FABRICATED AND ERECTED PER A.1S.G. L-COWYTaR LATERA.LAVro TM WAW MILTIPLIER 100 I•' 1,60 200 400 26. ALL 5TRUCTIIRAL WOOD 5HALL BE KEPT 2"BACK FROM CHIMNEYS, e-4MVrT69 WM Lao f-*Aia TO WAW OI 07/11/22 ISSUED FOR REVII=W 18. DOUBLE IUP ON FLOOR JO15T5 UNDER PARALLEL PARTITION,TYPICAL. R-�/w/FOR ww ro ne n ML WA.rm WW PA%U.M TO TK E r E r E r E r 5• yyFlEpi TFE TADILATED RUDER Or MALS 27. ALL DOORS TO GARAGE AREA FROM INTERIOR LMN6 SPACE SFHAL L BE 3/4 HOUR UL SELF GL 051N6(MINIMUM). paaae WPM Aro L W TFC ou.oNs LM"L TAM"TrP LpLrr•Aro Lam&rave awt pt PmwT 9 re re MUFLIT Cf 0.711 RE MIP M E" ETD Or STRAP 15 Hq. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AiN5T ACT OF IggO(AWCPA),WENCH HAS SEVERE PENALTIES. ML oal,W"MALY,rat rR« Tar LMATIV rmtea a Mr Cr MAJ40 CMM MAX NAL SFPAGNG EQLW- T I AD TME rRAdN& 15 ATTALFED M ACCORDANCE WIM TA" 51, THE 28. WBERE MECHANICAL EQUIPMENT OR PIPIN6 PENETRATE OR INTERFERE WITH STRUCTURAL FRAME,REINFORCE FRAME AROLM OR S. TAMA W Mrr roar AMW A PtPXW RM'AW CMAW AB LY PMV LWo Cr I STLp SPAGM6 FOR (BION RAISE STRAP AD ADDITIONAL NAI 45 K NOT RELLUIRED GA5T IN PLACE GONGRETE: 'Aa AT `Pte'"� Aml ' r 6. VM A COLLAR TIE IS USW N LIMJ Or A RME STRAP, nE NLWM 6r 9D ADJACENT TO THE INTERFERENCE A5 REQUfRED TO MAINTAIN STRUCTURAL HNT7 6RI7Y OF WALLS,GEILIN65,FLOORS,ETC. 4 r LrAT Lars ARe rr,R 4LW4.L R W L-TO-rnaas (INCFIE5 OG) 4 wrrsr caaa,tT•pz8 Lr1+'r Laws rcm wAu.rro-WALL at wAu-ro{aaoAnGn NAA,.S NGhE•5 OG. EAM PROVIDE CAST-IN-PLACE CONCRETE,iNfGLUDIN6 FORMWLORK AND REINFORCEMENT,A5 REQUIRED TO COMPLETE rAauAno WW Vases*VM x To re Rc:W pY a R? IPA ft OJ MALS REGIIAFED M COMMON ETD OF THE GG1..LAR TIE MI EV N01 E% LYE (oa,m R.rcama"i Tae eat TELL wAu.Aoowe 12 12 6 (2 6 i 12 rACUAT� N OF 5D COHMf+AOIV MALS M A 5rtM STRAP, OR THE NI1MIbEiR ELF n D Rax NALS M EAM ETD OF THE COLLAR TE "MP NOT EXEW THE CONSTRUCTION,SHOWN ON THE PRANIN66 AND AS SPECIFIED HEREIN. TADILATED NljvTM Or `P DOX NALS N A 5T EEL STRAP. 1. COMPLY WITH AGI 301,'SPECIFICATIONS FOR 5TRUGTURAL CONCRETE FOR BUILDIN65',EXCEPT AS MODIFIED HE5REIN. L= RMAJ PERIMETIER flDee ZONE I6 6 6 I2 12 6 I2 7. We w 6A rX Me STRAP Sf W DE A ASTM A651) GRADE " STEM OR -= 2. PRO'✓IDE AiR ENTRAfNED CONCRETE COMPLYIN6 WITH A5TM C414.FOR COMPRESSIVE 5TRENOTH5 SEE TABLE �BWAM V � TAS F 3.IlF TED WCL 24 6 n b 12 6 it R-402.2(3,500 PN). G ��,�„�� alf-is 12 6 12 i 12 6 iz 3. PROVIDE REINFORGEME 41'OF TYPES SHOWN ON THE DRAWIN65,AND COMPLY WiTH A5TM 615,6RADE 40,UNLESS GLA55 OF MATERIAL TALE "A RAFTER / m MIST tmL INT (Pa1ND5 PER SQYIRE FOOT) NfMIOR ZOW 6 6 12 12 6 12 GQN TION FZ 1711 5 01HLRPJISE INDICATED. CRYSTALLINE DEDROGK (2,000 GAPAGITY 1.2'3 DEAD LOAD ASSI#PTar-: ROOT CM% A55UV-Y R-Io P61- 4. CON50LIVATE CONCRETE IN ACCORDANCE WITH AGI 30q. WALL tiElC�ttT WIND SEISMIC 11 6 n 6 6 IZ 5. PROVIDE CONCRETE THAT 15 DENSE AND FREE FROM FONEYGOMB AND OTHER DL EGT5. SEDIMETlTARY AND FLLIATi D ROCK k000 P-WL OPMW Ar WM"WM O PPMM N Trr PRd MIP(Np 6RaM SNM LOAD = 50 P51= 6. LEAVE SLAB SURFACES THAT ARE FREE FROM TROWEL MARKS,UNIFORM IN APPEARANCE,WITH A SURFACE PLANE SANDY GRAVEL ANP/OR ORAVEL g'0O0 ePM OWLW T}fa5 wmra 4 YE=T a M CCTa�s.TFC 4 Mr PCRArTLTt eA3e Rae ArrAane3rr NWAUNM (GW APD 6pj 5 X485 19(2 ' rwrrh( .ars� T M V* oo^Terre w&eP rV�fe ro a T oa R" -SPAN LFT) TOLERANCE NOT FXGt D1N16 i/8'IN!O'-0'WHEN TE51737 W117i A 10'-0"STRAI6HTED6E. iol. rm MMM PAPE.sure;e#-VA pox WAS aVLL oe FMOA MP ro M a®snrunr rat Cc►,trar W LS 7. CONCRETE FOR SLABS AND FCOTIN65 TO BE AIR ENTRAINED,FOR COMPRE551VE 5TRB6TH5 SEE TABLE R-4022. SAND, SILTY SAND, CLAYEY SAND, 9 15%4 2151 A TMIAT®WL ff'A~ASRW A M"LZAW N MrOMM P SLTY GRAVEL AND CLAYEY GRAVEN 21000 10 4a60 2'590 162Z.2& 12 2t} 3� 8. PLACE HIRE MESH CONEORMINS TO ASTM Ai&5(6x6-IOxIO)LAPPED 6'SIDE AND EN05 515✓UREL.Y TIED TOGETHER. (SW, SP, SM, SC, GM AND CSG) I2 5z% 2565 2= WRL LE= RE b q. PLACE CONCRETE ON NA•D15M;UED 501L WITH 4'POROUS FILL,OR COMPACTED SOIL NTH 4"POROUS FILL.FILL CLAY, SANDY CLAY, SILTY CLAY, 14 6104 7'90-YR wMD , -SEu1NDD GtJ�r 0 20 30 40 (Aa,RAI"TER MITER °� BUIL�IN� �LN �i �1 NOTA: FXc155 curs WITH GONGIRETE.REMOVE FOREIGN MATTER AND AvoD 5E6RE&ArioN A5 MUCH AS Pos5it3LE. GAYEY sLr, Su AND sADY SLr I504b FOOTIN65 SHALL HAVE A MINI"OF Y-O'COVER (GI, W' W' 'v 6 � 076 � WOOP STRLUTURAL PANEL TOP & DOiTGM Or PAM I IS 7845 4= am WALL REMAREwwrS NALN6 R ETS t0. ALL OPENiN66 FOR BEAM POG(ETS,UTILITIES,ETC.TO BE FILLED SOLID WiTH NON-5HRINK 6ROUT. FOR SF: I PMNP PER Sg4RE FOOT = 00479 kN/m2 20 5720 4w ROOF 12 6 I( 17 SI I ATHING SPEAR WALL R/NdS' OF MIA(_ `TAP 1 It. 501E TO HAVE ASSUMED BEARING CAPACITY OF(I)TON/50.ET,IF POORER CONDITIONS ARE ttiCOUNTERED, a. WttN SOL TEST ARE RF1,�UIRID �Y SECTION RA01A, THECWA0SPACING 1 1(0 gj 5 22 ALLONALE REARING CAPACITIES Or TM SOL St%L- DE PART L s MR WALL arrrAT T��AMAW CAFAACOY � NALWS MALS (IN) 3:2 6ENE RAL CONTRACTOR TO STOP WORK AND NOTIFY ARCHITECT.ALL FOOTIN6.5 ARE TO BE 24"ABOVE WATEROF THE REGOMiMI=PDATION5. aVi x MW 90Y TM ire OrATM Twe A%USTW ar TACTOR IN Tt" 19.2 9 15 27 TABLE.IF WATER 15 ENGOUNTERED,STOP WORK AND NOTIFY ARCHITECT. b. M!RE IN-PLACE WL-15 WIT'ti AN AI.OYVANX MARIN6 CAPACITY t pL „HAM'rMLAnP P Or-MY M" MXW CJPM�� � I 4 - - - - � 1) 22 33 c,= LE65 THAN 1,500 P L ACELY TO M PRESENT AT Tm YWOOD WITK NALS 0 e Iz. APPLY ONE 01 GOAT OF TAR BASED WATERPROOFlN6 To EXTERIOR of FOUND FROM Fooritas To 2'ABOVE FINISH " °� OR 3 3(0 24 12 - SITE, THE At1OWAI5LE ISEARN6 CAPACITY SHALL DE GETEWviiN® 6RADE. 15Y A SOLS INVESTIGATION. 3 - 16 6 17 11 SPEGES Gr PANEL 1�6E 4:11PEES t AVMG SPACING AMD I2." (CA (O 24 12 13. NO BACK FiLL SHALL BE PLACED A6AIN5T FOUNDATION WALL5 LENTIL 15T TIER OF FRAMiN6 E5 IN PLACE AS PER �2 lLNr2 J26r TO TOP �'� rIH� �AGAJG 2 4 3l� 3( 3(0 3(o 124 7 4 20 R404.1.7. Lp.L&M �u 6_ 2.15 TO rr1E 15EST OF Ttf AR4II1TE6,1`6 twoyvLWGE, rrtl5 GaN6TRt>67ION5 � 3 3�A 3( 3�A 3( 12 4 7 10 MINE►�yJ.W = NETS ANDTri 2a5 MIC, ALL_ L IEDMNG AMD NMIANI�,At -- � - - - - I( 5 914 SYSTEMS, ARE TO MAST OR D(CEED TW- RF1�lMMIaTTS 6ET' N 11-1 6 5:12 I. RC&IJLAR NALLBOARD: PROVIDE TYPE III,GRADE R GLA55 1,1/2'THICK,EXCEPT A5 MAY BE SHOWN OTHFRPJISE ON 2015 OSp OR SD COMMON 1 4 36 24 12 - 19.2 11 (o THREE 61!4" WIND SPrLD (iMlPtt) Ito 11w N140 "YwoaD wlm MALS ® 6" 3 3 36 3(0 28 2A14 THE DRAWIN65. OF PAN- ffree 2. FiRE-RE515TANT WALLBOARD,PROVIDE TYPE III,GRADE X,GLA55 1,5/8'THICK. ist"a-K CaNTY =5750 Wfel; =E DAYS N1 ADW or 5D COMMON MALS OR I0 RAF113R /GELM JOIST WAW.. M&T D tk'1)( WL-15TOE-NALM) REARM IN PLOS W% sPAUNG Aw n" 3� 3�, 3�, 28 2 5 SsoA9 i'E9.D SPAC•AJG 3. AAT=R-RE515TANT WALLBOARD: PROVIDE TYPE VII,GRADE W OR X AS REQUIRED,CLASS 2,112'THICK,EXCEPT A5 6aAP0NE-NT VALLE VAL Li- SPAONG (K) (r ) EACH RA-TER ANP/CR CELMb J r5T 2 4 3� 36 36 1!* 7:12 Il 7 ro raP PLATE caTnN 3 3�, 3� 3� 3y 2 q 5 10 15 SEM RE%HWK CALLUATIONS ATTAGt P RE.C,�IARED PROVIDED 9.2 4 8 17- MAY BE SHOWN OTHERWISE ON DRAWINI<S. 4. CORNER BEADS: PROVIDE METAL AN6LE 5HAPE5 WITH WIN65 NOT LE55 THAN I AND 1/4'WIDE,AND PERFORATED WINDON GLAZING t-AO(i�AAX.) LJ=." 5 2 2 5 FOR NAILING AND JOINT TRFAn-�.TO 13E USED ON ALL OUTSIDE CORNERS AND ALL OPENIN65. l5CYLI&V GLAZING U=140w) U=.% Io 12 3 4 6 5. ALL WORK TO BE FORDED,LEVEL..,TRUE,AND PLUMB. RDOF/GEEING R=�IVtIN) R=38 L RSM LMrG ATM RkW Ra A99JW OW N W=9k � I 4 3(0 2pJ w 12 x rAa>J+Tty LPr rT COWecTTrAa Trr$xmcare AeeJe A ouaras rzr tT>9 N oroWe a 050 OR 9:12 ((O 3 5 8 s wrcN casts rasrs ARe METIER()PN+N1II TO wrnRs nr atr a•nr me TILLS N m wrTet Iry eexNeYwoOD wlTtt NILS ® 6" 3 3/p 3(ri 3(0 3(ri 19.2 3 (0 9 6. 6YP5UM HALL BOARD SYSTEMS SHALL BE OF A TAPE DINT AND JOINT COMPOUND METHOD,MINIMUM 3 GOATS. ' S" e at MW TTL TA UMM RWM Lr Nus��� PANt3. i l EXTERIOR WALLS R=PMN.) R--19 4. ro AN7L s Lrrrr>s,Wo laser Hwa f raw-s awl.oe NWAlID N Mat eve a"A RA4M OR CaLM Off SFFLNES Or %MrAORMP To A rO TCP PLATE OR s TM-W"N e+a+ rrr VM rAsro A r 4*TOP FLIM PLIES NIAVING `S•PAONG ANP IV 6 3(0 '12)(00 3(0 3(0 24 q S rLooR FRAMING R=19(MN.) R=IO 6>OA9 MELD -SPACM 2 4 '% 3(o 3{ 3(o 12 3 3 5 L ALL EXTERIOR WALLS AND ROOFS SHALL BE 1N5u.ATm W►TH ROCK WOOL INSULATION.PROVIDE 2'R-lo Rl6D FOAM IMSULAnoN FOR lyAe WALL (PERM. N6UATION) R=Io(MN) R=lo I/v 3 4 6 EXTERIOR FOMA71ON WA�IL.S FROM b'BELOW 6RADE TO 24'BELOW 6RADE IF DESIRED BY CONTRACTOR OR OWER.CARE SHOULD - BE TAKEN NOT TO DAMA6E FOUNDATION WATERPROOFiN6. aA5 PERI�T7=R (2-0" �N) R=WHIN) R=10 ,� 3 3�, 36 3� 3�, 2:2 19.2 3 5 7 2. 6EERALLY,UNLE%NOTED OT HE RAPE INSULATE A5 FOLLOWS: PROJECT NAME: 3 DEMITR�4CK -g'R-30 FOR FLAT GElLlFd65 ALL HVAC PIPING GONVEI'►N6 FLUIDS ABOVE 105E OR BELOW 55F ARE r0 BE GRalA47' WAND -SEI-SMIG a 5lZ'AFLT TO DAMAGE rRt.TA W�.M m L NALMEi 5 51•W.L DE PF7tMfTTl37 r0 DE R®IJGER 25A; F MALS ARE INSULATED TO R-3 OR EMIR. 6NOW ww DESIGN A FR05T' e c DESIGN c SHIMP c r -6.25'R-30C FOR VAULTED AND CATHEDRAL CEiLIN 65 LOAD 6rmp 3 aPOt�w"i �i'y- DORM OATEEAORY WFATt•IERM6 LW- TERMITE 713+4' lJ�AYA@tr M-06D AIR MEAN OLNC.t m -33'R-15 FOR 2x4 WALL CONSTRUCTION ( SEG ev-T Q7�Gr5 WIND p�S pErh tAZARP FREEZMG A44JAL 2. tom-. JOIN'• GOM LIONS ARE NOT RUVRED WHEN THE ME 15 6LMORTI=D DY A -55"R-21 FOR 2"x6"WALL-CONSTRUCTION SUPPLY AND RETURN DZ75 IN ATTICS INSULATED>=R-8 MERE DUCT 15>=3 � REGIONL Z'm M -N pry' IMLE7(1 TEMP LOAPMARNG WALL,HEAPEP, OR RIDGE DEAM DE6I04=D To RESIST i-E APPLE -53'R-21 FOR FLOORS INCHES IN DIAMETER AND>=R-6 WHERE<3 INCHES.SUPPLY AND RETURN DUCTS LOAPS I TI ON -725"R-308 FOR 2"x8'CEILINGS IN OTHER PORTIONS OF THE BUILDiN6 IN9A.ATED>=R-6 FOR DIAMETER>=3 20 p5 NO NO NO D SEVERE V-e ATF I5 No 6/02/20'98 450 y1 g e. MT N INTERMEPIAT'E 9YPORT Or TME RN rrR K PRAV� pY vmwAL STLUrs INCHES AND R-42 FOR<3 INCHES IN DIAMETER TO IVY I I I I OR PIPLJNS TO A LAOA?MARING WAN.,, THE TAN.LAITED HM WENT GO4rGT1ON A PEATERINS MAY REQUIRE A HI6EER 5T REN6TH CONCRETE OR 6RADE OF MASONRY THAN NECESSARY TO SA719--1'THE STRUCTURAL REQUIREMENT'S OF THiS GORE.THE WEATFERIN6 COLUMN SHA,I BE FILLED IN WITH THE MgARHMLTNT5 611ALLL DE PERMff TEP TO DE R151AXED PROPORTIONALLY To 3. N1103.2.1 INSULATION: SUPPLY DUCTS iN ATTICS SHALL BEItJ5N,'1.An�TO A MINiMAA�4 OF R-8.ALL OTHER!7flGT5 SHALL. N5UL BE IA7'i�TO RF�U�TION K SPAN WEA4nE81M6 INDEX(IE.'N([6116181E'"M10DEFATE"OR'SEVERE')FOR GONGR=TE A5 DETERMiMED FOR THE P�aTI�wM6 PROBABILITY MAP(F16EJRE 83612(3)1 THE GRADE of MAsaNRY u�lTs SHALT BE DE7ERMI E D 4. rRjv&rxr caNr4:LnONs AM REWRM FOR CELMG JOIST ro cEA..ING JOIST uw 5TRE1=T ADDRESS: 1125 L=AST&ILLI=HTE DR MINIMUM 01=R-6. BUILDING CAVITIES ARE NOT TO BE 115Et7 AS PLENIMS OR DUCTS. 6R- 5 WIND FILL IN THIS PART OF THE TOWN: EAST MARION GT� FROM ASTM G 34,6 55,6 62,G 73,G g0,G IA G 216,OR G 652. 5. TADLLA1T W Him- xw COMwcnON RPI,(IFZMENrS DO NOT MUM THE ADDi alk DUCT O FT2 TEST RESULT OF GFM/100 FT2 ACROSS 17E SYSTEM OR<=3 B. THE FR05T LINE DEPTH MAT REQUIRE DEEPER FOOTIN65 THAN INDICATED IN F16URE R403.10).THE JWISDIGn0N SHALL FILL IN THE FRONT LINE DEPTH COLUMN WITH THE MINIMUM DEPTH FOOTING De-OW FINISHED 6RADE. MOT � � �� "Y' 5TATE: NEW YORK GWITHOUT AIR HANDLER O 25 PA TAM ATEP HEEL JOINT GOM4'LTION W-0JR15MENTS ASW& GEEING J016T5 OR P05TAL CODE: I Ig3q N. FLA-1:W ALL OPENfN65 IN EXTERIOR WALLS. R06RA FTA C. n-E JJRISLJIGnOM 5H641_L TTO CTTHE t+I3=D FOR PROTECTION DEPENDING ON Ni-HE'TFE-R HERE HAS BEEN HISTORY OF LOCAL SUBTERRANEAN TERMITE DAt4A6E. RAFTER TIES ARE LOCATED AT TM DOTTGM OF THE A7TIG SPACE WrEN GEILJNG 2. CAULK ALL OPENIN 66 AND JOI?IT5 IN EXTERIOR WALLS WITH TRIEMOGO"M40N0'(COLOR A5 DIRECTED). THERMOSTATS ARE TO 8E INSTALL ED FOR CONTROL OF GABLE INDICATE J015T5 OR RN REL(TES ARE I OGATE=D HI6FFR M THE ATTIC SPACE. NO ATTiC SGTM #: 1000-38-�-20 PRIMARY HIHATIN6 AND COOLiN6 SYSTEMS AND INITIALLY SET BY D. THE JURISDICTION SHALL FILL IN THiS PART OF THE TABLE WITH THEE SPEED FROM THE BASK WIND SPEED MAP(FI6URE R3012A(4)1 WIND EXPOSURE GATE6ORY SHALL BE DETERMi'�D ON A SITE-SPECIFIC BASIS IN 3. ROOF SHIN6LE5 SHALL BE 30'1 ASPHALT A5 SELECTED BY OP4ER. MANUFACTURER TO CODE SPECIFICATIONS. ,AGGORDA�IJGE WITH SECTION 83012.1.4. STORAGE K ASSUME, AMD TT-E TADUATE P NVL XW GON4=LriON REI,(IAREMENTS SITE NUMBER: -- s 2 StWL_ CCINY.RI=A5F9 DY rGLL.Oµ/ING rAarcTRS: 3012.12 J pF Pf�Of 1=LTION E. THE DR OUTDOOR DE516N Y BULB TEMPERATURE PERATURE ALL BE SELECTED FROM TIE C.OU",15 OF q7-1/2%VALUE5 FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL PLUMBING CODE.DEVIATIONS FROM THE APPENDIX D 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR,OR BY A QUALIFIED SUB-COWRAGTOR TEMPERATURES SHALL BE PERMITTED TO Rl3=LEGT LOCAL CLIMATES OR LOCAL WEATI•ER FXIERIENGE A5 DETERMINED BY niE BUILDING OFFICIAL. mm wieff / HEEL `9w ROOF RIDGE GOMBEGTIaN COFL%)E REQUIREMENTS 2. VERIFY ALL 6tVEN DATA ON DRAW1N65.IF THERE 15 A DISCREPANCY,RECEIVE CLAFJFiCA71ON FROM �jT��/n��gl F'A�5 �D� F. THE JURISDICTION SHALL FILL IM THIS PART OF THE TABLE WiTH THE SEISMIC DESIGN CATEGORY(DETERMINED FROM SECTION 830(22.1. mr-ofr H61mG rACAv,LJsl� AR041TECT/EN61Nt1 ER PRIOR TO PR.OUSDiN6. ■ 6. THE JJRISDIGTION SHALL FILL IN TH15 PART OF THE TABLE WITH(A)THE DATE OF THE.URISDIGTIONS ENTRY INTO THE NA71ONAL FLOOD iN5URANGE PR06RA4M(DATE OF ADOPTION OF THE FIRST CODE OR G'RDINANGE OR i A ftl op oft Arm I 3. EXCAVATE AND BACKFILL FOR,WORK INDICATED ON VRAWIN65.STOGKPiL.E TOP501L OBTAINED FROM STRIPPING MANA6EMEW OF FLOOR HAZARD AREAS).(B)THE DATE(5)OD THE CURRENT EFFEGTNE FiRM AND PBFM,OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAY BE AMETDED. i T T 1�2 2 rAsnnvz ermw 1/3 15 DRIVEWAY AND BUILDIN6 SITE. 5TOGKPILE ALL EXCAVATED MATERIALS. FA-STT>ER TYPE R IN A CCORDA-Z WITH SECTION RgO5.23.1,ROg5.43.1,R'1055.33,Rg05.73.1 AND Rg05.83.1,WHERE THERE HAS BEEN A HISTORY OF LOCAL DAMA6E FROM THE BTEGT5 OF ICE DAMMING,THE JUR1501GTION SHALL FILL IN 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF kEEPS,TREE ROOTS,ROCKS,AND DEBRIS.ALL SURPIM PANEL SPAN 4 rOOr < PANEL 6 FDO( < PANE. THiS PART OF THE TABLE WITH`TES'.OTHERWISE,THE JURISDICTION SHALL FILL IN THE PART OF THE TABLE WITH'NO' 1/4 1.33 STAII MATERIAL THAT 15 UNSUITABLE FROM BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. S 4 FOOT SPANS 6 roar SPAN e-5 root 1�5 Iz5 2 W t. THE JURISDICTION SHALL FILL IN 1H15 PART OF THE TABLE WITH TURN THE 100 YEAR REPERIOD AIR I�ZINi6 INDEX(13F DAYS)FROM FIGURE 84033(2)OR FROM THE 100 YEAR(gg PERCENT)VALUE ON THE NATIONAL 5. PRO'fEGT TIRE,WITHIN E16HT FI37 of THE BUILDtN6. w LAG SCREW DATA CENTER DATA TABLE"AIR FRFJ ZIN6INDEXATSA METHOD OA-SE 32°F)' /10 1• 5EAL 1d-616NATURE: PROJECT NUMBER:2022-003q (6" I6" Ib" ftI Nat-%0'" J. THE JURISDICTION SHALL FILL IN THE 15 PAST OF THE TABLE HITH THE MEAN ANUAL TEMPERATURE FROM THE NATIONAL CLIMACTIC DATA CENTER DATA TABLE"AIR FRE EZINOINMX46A METHOD(BASE 320F)' E-`.��� ` �� `_ INITIATED DATE: 06/01/22 I rwr-%14 w Fa --a r4T.Ka�82A15 K IN ACCORDANCE WITH SECTION 83012.13,WERE THERE 15 LOCAL H15TOFJCAL DATA DOCbMENtTIN&5MXTURAL DAK46E TO EVILDIN6 UTILE TO TOP06RAPHiG WIND 5P�ID-IAP EFFECTS,THE JURISDICTION SHALL FILL IN 4Ai���N :� ,'. DRAWN BY: SBA A nfe TMYL w NOW aV IV M'n WW GEMS ATL A S"Xr AIMS ROS'Hftff. THiS PART OF THE TABLE WITH YES,OTHQRWISE THE JURISDICTION 5HALL INDICATE NO IN 7Hi5 PART OF TE TABLE � �Al J '�.c� ' ' R rASrecRS t"&L M NsrAIM AT a MM a'TM WXP ett4Lr1RAL PAPE. CTti GH•fEGKED BY: 56A G.1Nt✓Re eamAs AVE ATTAGrm TO AVeaRY DR hbF4aaRY neY aVLL Le ATPAaW IAI.@E VVRffW4M /Nr Maa M MW A Usrwre wmvrtAaL uPAcn f air;a L. IN ACCORDANCE WITH FI6URE R301.2(4)A,WHERE THERE 15 LOCAL H15TOPJCA DATA DGCU MENTIN6 UN)511AL WIND GONDITION5,THE JJRI50IGTION SHALL FILL IN TH15 PART OF THE TABLE WiTH YES AND IDeMPY ANY � � � �U DRAWING NUMBER: "4 COWW Are pA�cN M A NMD ms's'me IAA SPECIFIC RECUR .OTHERWISE;THE JURISDICTION SHALL.INDICATE NO IN THIS PART OF DTE TABLE. i etF3r wW Mncr;sree a•r Rsau(4 ewLL rz CCrAntreD TO rAerrsr M.e wrL Me,a,rra+t�a9 rAue RMIfJ.O. � y AdftLJ M. IN ACCORDANCE NTH F16LARE 3012.12.1 THE J1RI50ICTION SHALL INDICATE THE WIND BORNE DEBRIS WIND ZOW:fS).OTHERWISE THE J/RI5010TION SHALL INDICATE NO IN TH15 PART OF THE TABLE. 'L ��s�� / 0 2 0 N. TIE 6ROLM SNOW LOADS TO BE USED IN DETERMINING THE DES16N SNOW LOA05 FOR ROOFS ARE GIVEN IN F16M R3012(5)FOR SITS AT ELEVATION5 U'TO 1000 FEST.SITES AT ELEVATIONS ABOVE 1000 FEET O 611 SHALE..HAVE THEIR 6ROW SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 P5F FOR EVERT 100 FEET IN ELEVATION ABOVE 1000 FEET EE-�I'�o ~ PA6P: 3 OF 12 S`TEVE AFFELT ARCHITECT CONTRACTOR TO UTILIZE CALV 5iMP50N 5TRON6 TIE o PHONE: (631) 553-6333 CONNECTORS OR APPROVED EauAL PO E30X 762 CREST RIPER, NEW YORK I173q 0 A34 0 0 CONSULTANT: 0 0 LSTA21 ° LSTA24 ° H8 ° 00 H8 O H8 0 ° O0 O 0 00 0 ® 0 0 0o O 0 0 ® O O 0 0 0 ° o O o° o8 ° ° 0 UPLIFT ANGHORS NOT oO NEEDED IN TH15 AREA 0 ° H8 o (EXCEPT SILL ANCHORS) 0 0 ° ° ° 0 ° ° o PLOT PLAN ° 4 i HH ° TS30 3 0 N 51N67LE-5TRAP ° APPLICATION ° 0 (MULTIPLES ° o MAY BE USED) o � I o '00J,0 L.ST D8 ° HTT5 REQUIRED CRIPPLE STUD STRAPPING REQUIRED STRAPPING AT RAFTER SILL NO. DATE DESCRIPTION ~� AT FRAMED OPENING PLATE 01 0111122 ISSUED FOR REVIEW SP4 Q ° 4 FRAMED OPENING REQUIRED STRAPPING DETAIL WITHOUT CRIPPLE STUDS BUILDINO PLAN REVIEN NOT: 6" 10 TABLE 1-1264 TRU55 IDENTIFICATION 51 ON LOCATIONS 519n location 511 placement Exterior building entrcnce Attached to the door,or attached to a sidelight " doors,exterior exit or the face of the building,not more than 12 discharge doors, Inches (305 mm)horizontally from the latch side and exterior roof access of the doorjamb,and not less than 42 inches ROMAN ALPHANUMERIC, doors to a stairway 0067 mm)nor more than bO Inches (1524 mm) ' DE5ICNATION OF v:- above the adjoining walking surface CONSTRUCTION TYPE z x. PROJECT NAME: BASED ON SECTION 602 Exterior building entrance Attached at each end of the row of doors and OF THE BUILDING GODS OF doors, exterior exit at a maximum horizontal distance of 12 feet NEW YORK STATE D E M I T R A C discharge doors, (3.b5M)between signs, and not less than 42 z and exterior roof access < inches 0067 ram) nor more than b0 inches (1524 3E doors to a stalrwa� mm) above the adjoining walking surface. Fire department hoC,e Attached to `he face of the building,not more REFLECTIVEWHITE AUUI T I connections than 12 inches (305 mm)horizontally from the ; center line of the fire department hose STREET ADDRESS: 1125 EAST GILLETTE DR connection, cnd not less than 42 inches (1067 mm) nor more than 60 Inches (1524 mm) above the - . ` :;`( TOWN: EAST MARION adjoining walking surface. x: STATE: NEW YORK . � ., Ila3q SGTM #: 1000-38-4-20 FLOOR FRAMING, ' 4,1 �'> SITE NUMBER: -- iNCLUDING OIRPER5 AND BEANt E , NT "R" R00F FRAMING0 01111, s §'. 516N REQUIRED FOR 111i FLOOR AND ROOF FRAME DWWI ELLING TH DETAIL ANU I FRAMING GIRDERS $ BEAMS IN FLOORS AND CEILINGS TRUSS IDENTIFICATION SIGN _ SEAc PROJECT NUMBER:2022-003q COMPLIANCE WITH 19 NYCRR PART 1264 I1211 114'1 �� ��Q �c;. INITIATED DATE: 06/01/22 STROKE DRAWN BY: SBA . " DE5I65NATION FOR ' CHECKED BY: SBA STRUCTURAL COMPONENTS � �: ,gyp' c� THAT ARE OF TRU55 �n � �\ DRAWING NUMBER: CONSTRUGTiON ti EXAMPLE 516N SHOWN ABOVE 611 O� G U • N E W PACE, 4 OF 12 14'-0 1/4" 23'-O 1/4" 5'-6 5/16" 5'-b 5/16" 5'-g 5/161, e 3'-g 3/4" lo NEW 4,000 PSI 20"X5" CONCRETE 'e"'TEVE AamFELT FOOTING W/2"X4" KEY AND #4 BAR5 a 8" O.G. ,. ;f;:, .. ,. a (2) P7 2X5 /, A(��]}1 (2) PT 2x8 (2) PT 2X8 777, I H I T EE ARAowo CONSTRUCTION NOTES I I 4 a I I 12-V 3,000 PSI POURED NEw 3500 P51 CONCRETE 8" TH o d ° d 1, o PHONE: (631) 553-6333 CONCRETE PORCH POST �_�% CONCRETE FOUNDATION WALL W/#4 g I _� Z2- �? FOOTING, TYP 3-0 DEEP, PO BOX 762 GI GENERAL - REMOVE EX1571N6FINI5HED FLOORING THROUGHOUT KITCHEN. IN5PEC7 5UBFLOOR, REPLACE ANY VERTICAL BARS 32" O.G.+i #4 GRAWLSPAGE 4RAT 5LAB OVER p O REFER TO 6/A-101 GREAT RIVER, NEW YORK 1173q DAMAGED PANEL5. NEW WOOD FLOOR WHERE INDICATED. POLYETHYLENE VAPOR � (2) PT G2 6ENERAL - KITCHEN AND NEW BATHROOM ARE TO RECEIVE CERAMIC FLOOR TILE d GEMENT BOARD BASE. HORIZONTAL BARS 24'�O.G. I I d BARRIER, 10 MILS I xy I ® 2X8 (2) PT 2X8 (2) PT 2X8 ANCHOR BOLT5 AT 32 O.G. v� d 44' COLOR AND TYPE TO BE SELECTED BY OWNER. N G3 6ENERAL�- NEW BATHROOM 15 70 RECEIVE M015TURE RE515TANT GYP BD IN ALL OTHER AREA5. PROVIDE CRAWL SPACE VENT I I I �,' I 12"W x 60"L x 6"DEEP CONSULTANT: EMU TILE UP 4'-0" ON ALL OTHER WALLS WITHIN BATHROOMS W/BASE TILE AND GAP TILE. a CONCRETE PAD 04 KITCHEN CABINETRY AND COUNTER ARE TO BE SELECTED BY OWNER. PLUMBER 15 TOMAKE FINAL - CONNEGTION5 AND PROVIDE ALL FAUGE75 5INK5, 5HOWER TRIM ETC. ALL TO BE 5ELECTED BY OWNER. CRAWL SPACE INSULATED ACCESS k, ° I N -�, �? O KITCHEN 15 TO RECEIVE BAGK5PLA51-1 TILE, 5ELECTED BY OWNER AND IN57ALLED BY CONTRACTOR. DOOR G5 6ENERAL - ALL EX15TINO EXTERIOR WALL 5HEATHIN6 15 TO REMAIN UNLE55 DAMAGED PT 2X8 LEDGER PT 2X8 LEDGER 66 MECH ROOM 15 TO BE IHR FIRE RATED CEILING AND WALL5. DOOR5 ARE To BE 45MIN RATED. - - - .............................. O UTILITY 5TORA6E/ LAUNDRY SYMBOL LEGEND I- I- I PLOT PLAN I I I I I I I I UP co s NEW PARTITION G5 NOTE TAG 1 5ECTION UNEXCAVATED _ L_L L L L L L_L- L _ (FULL HEIGHT) A-1 MARKER EX 4 2X8 EX 4 2X5 - - - -_ - - --- - - - - - NEW RATED PARTITION ROAM ( ) ( ) EX(4) 2X5 EX(4) 2X8 EX(4) 2X8 EX(4) 2X5 EXISTING PARTITION 70 ROOM 7A6 N RECEIVE NEW GYP BOARD ® 5UPPLY EX1571N6 PARTITION 70 REMAIN 1 # PARTITION TYPE TAG RETURN UNFI EXISTING DOOR TO STORARAGE ED REMAIN RELOCATED O 5MOKE DETECTOR R o jam' EXI5TIN6 DOOR/WALL TO CEILING HEIGHT BE REMOVEDDATUM 4 A-I 2 ELEVATION INDICATOR SIO DATION NEW DOOR 00 DOOR TAG s EXISTING 5" TH P.G. F WgALL, TYP (5EE SCHEDULE) w w NO. DATE DESCRIPTION OI 07/11/22 155UED FOR REVIEW PT 2X5 LEDGER - - - - - - - PT 2X8 LEDGER w ® I (2) PT 2x5 (2) PT 2x5 - \ (2) PT 2X5 - (2) PT 2X5 - 12"0 3,000 P51 POURED CONCRETE PORCH P05T FOOTING, TYP 3'-0"DEEP, REFER TO 6/A-101 Ir Ir 7r : PROPOSED FOUNDATION PLAN 2 BUILDING PLANIz �/IW NOTA: SCALE = 1/4"=V-0"'-0" 1�v F —�0 = i r UTILITY BOTTOM PLATE i. NEW FINI5HED FLOORIN6 OVER STRAND OSB PLYWOOD 51B FLOOR '! I 570RA6E UNDRY T.O.FINISHED FIRST FLOOR ELI 0'-0' 51MP50N G516 NAILED A5 PER CODE r T � DOUBLE PT SILL PLATE UP CO S 2"81610 EXTRUDED POLYSTYRENE IN50LATION 5ECURE9 I ( I I TO FOUNDATION WALL W/ADHE51YE UNEXCAVATED L L L L— LLL .iL BLOCKING AT EACH STUD CAVITY GONTINJO05 R MBER WATERPROOFING MEM13RAW 6RAGE 4000 5ERIE5 TO BE SECURED A5 PER n MAR FAGTURERS 5PEGIFICATION5 AVERA6E GRADE '- " CONTINU005 DRAINAGE BOARD (BELOW GRADE AREA5 ONLY)TO BE FASTENED A5 PER NEW 4)000 P51 CONCRETE 6'TH CONCRETE — MAKFACTURERS 5PECIFICATION5 I.......I FOUNDATION WALL I^vt VERTICAL BARS A y; % r HIGH(MIN)NON-BIOD[6HADnBLE WASH Wirth LIQUID- I I — I — PROJECT NAME: UNFINISHED 32'O.G.E #4 HORIZONTAL BARS o Ib'O.C. MEMBRANE COATING AT TOP 5URi AGI DEMITRACK 5roRA6E I I d _GONTIN10U5 FILTH FABRIC GOVERIN6 IPERFERATED DRAIN PIPE i I d - -: _ 4.4)PERFORATED DRAIN PIPE - - NEW 4,000 P51 POURED CONCRETE 2'TH TIE INTO 517E DRAINAGE-REFER TO 51TE CONCRETE RAT 5LAB OVER POLYETHYLENE - - - ' - D I I 10 MILSAU '`F t i.: /\ 1125 EAST GILLETTE DR i; v . 5TREEr ADDRE55:,. _ Lu EAST MARION s r. I I TOWN: . GONTINU0l15 GRAVEL DRAINA6E BED AT— STATE: NEW YORK N6 E BA5E OF FOUNDATION WAIL — P05TAL CODE: IIg3cI NEI 4 W/ 4 F5i 24`- OOT i ' . _.._.' 5HAPE SOIL TO FORM 6UTTER B�RS_n�_ C. a°�,� � _ _ SGTM #: 1000-38-4-20 00.FOOTING 51TE NUMBER: -- UNDII TUBBED ORCOMPACTED SOIL FOUNDATION —6 LEVELING 6RAVELF , �; -` .. COMPACTED TO 45% F� iY, r t "r 5E PROJECT NUMBER:2022-0038 C� INITIATED DATE: 06/01/22 EXISTING FOUNDATION PLAN NEW FOOTING AND FOUNDATION DETAIL �� ��,� -.� " DRAWND SBA O "' � ' CHECKED BY: SBA 1 3 0' 2' 4 8' '� `� `P: �f —{ —� = DRAWING NUMBER: SCALE = 1/4"=V-0" SCALE = 1 "=V-0" N' 1/411 = 1'-0" �� ,o 611 Ny. A® 10090' - FNEW`�O PAGE: 5 OF 12 mill 23'-O i/4" lo� A""'TEVE AFFELT 2'-b 1/4" 3'-7 I/8" loo 3'-7 1/5" 3'-7 10' 3'-7 I/8" 3'-7 1/8" 2'-b 1/4" CONSTRUCTION NOTES NEw HURRICANE HOLD NEW coMP051TE AND WOOD DOWN, TYP. FOR 5YM130L FRAMED DECK W/RAILING TW3046 TW304b TW3046 TW304b TW3046 TW3046 AND 5TAIR5 GI GENERAL - REMOVE EXI5TIN6 FINI5HEO FLOORING THROUGHOUT KITCHEN. INSPECT 5UBFLOOR, REPLACE ANY - ARC- OAMA6EO PANELS. NEW WOOD FLOOR WHERE INDICATED. y 12) 2Xb (2) 2Xb (2) 2Xb f(2) 2Xb (2) 2X6 (2) 2X6 02 GENERAL - KITCHEN AND NEW BATHROOM ARE TO RECEIVE CERAMIC FLOOR TILE GEMENT BOARD BASE, cv ry N N PHONE: (631) 553-6333 COLOR AND TYPE To BE SELECTED BY OWNER. 6 kV 5TUD UP 4-O ON ALL OTHER WALLS WITHIN BATHROOMS W/BA5E TILE AND GAP TILE. N PO BOX 762 NEkst G3 T6EEN L�- NEW BATHROOM 15 TO RECEIVE M015TLRE RE515TANT GYP BD IN ALL OTHER AREA5. PROVIDE WALL @X1611 O.G. W/ \ / / ® N _.___-_..._............. GREA�T RIVER, NEW YORK 1173q 05B STRAND 64 KITCHEN CABINETRY AND COUNTER ARE TO BE 5ELECTED BY OWNER. PLUMBER 15 TO MAKE FINAL PLYWOOD 5HEATHIN6 cv �� ____........_._.___._..._.._...__ CONNEGTION5 AND PROVIDE ALL FAUGET5, 51NK5, SHOWER TRIM ETC. ALL TO BE 5ELECTEO BY OWNER. AND AIR BARRIER = d ' -� '� -' ...................................... .........___...................... .......................... ................._._ KITCHEN 15 TO RECEIVE BAGKSPLASH TILE, SELECTED BY OWNER AND INSTALLED BY CONTRACTOR. 65 GENERAL - ALL EXISTING EXTERIOR WALL SHEATHING 15 TO REMAIN UNLESS DAMAGED X \\ \\ �, O X cv _.........__.....___.._ _.__ WOOD DECK — --- CONSULTANT: - ...............................................__........ ............__..........._.................... EXTERIOR WALL5 ARE TO 06 MECH ROOM 15 TO BE IHR FIRE RATED GEILIN6 AND WALL5. DOOR5 ARE TO BE 45MIN RATED. cv / HAVE BATT INSULATION (RIqQN OR BETTER). PROVIDE R-3 _-_ ._ --.. _...—__.._..._.__._.._...............__._-- ..._................ ............................... . . . RIGID INSULATION ON - <r EXTERIOR 51DE OF SHEATHING cxv _.__ __.............. N OVER AIR BARRIER AND \ N � - UNDER NEW 51DIN6 `--A�q� .� �C >x WI2X35 5TL BEAM (e� (2) 2X10 BATHROOM TILE FLOOR FWH50b8APLR f' 9 CHIMNEY ABOVE FIRST ® KITCHEN w? �`� ROOM FLOOR 15 TO BE f �u SYMBOL LEGEND 3 RE-ROUTED cf, MASTER BEDROOM NEW PARTITION1 r-{ G�5 NOTE TA6 o � � ^ � 1 O � (FULL HEIGHT) / A-1 MARKER NEW RATED PARTITION ROOM SECTION 3 1 ®0 ROOM TAG PLOT PLAN EX15TIN6 PARTITION 70 --- RECEIVE NEW 6YP BOARD SUPPLY EXISTING PARTITION TO �.. � � REMAIN ON ON CO S GARAGE -._...__ - - - - - �. # PARTITION TYPE TA6 ® RETURN ! N EXISTING DOOR TO REMAIN R RELOCATED 5MOKE DETECTOR __..............__........._........................................................................ EXI5TIN6 DOOR/WALL TO " GEILIN6 HEIGHTI S BE REMOVED DATUM ELEVATION ® O 4 A-f 2 INDICATOR �.., = SIO NEW DOOR 00 DOOR TAC3 CLOSET (5EE 56HEDULE) IVIN6 ROOMv, OOM BEDROOM `? 0 = P 3 El El O � p — ry X n ri NEW A b8 3 ................................ .. ...... . .....................-. ; .........._.........._... ......._............................._.._.......................-_.._...................._.................... NO. DATE OE5GRIPTION 01 07/11/22 155UEO FOR REVIEW ® _ ———-L_ � -1 ........................ .`.. ...�....................... ——— ——— X r � _ N _.__..........COVERED PORCH 7'-11".............. ( � I (2) PT 2X8 (2) PT 2X5 (2)(2) PT 2X8 - - (2) PT 2X8 - II II ci _ II II ( I ( I 6-7" 24'-5" I I II II �ry ry BUILDIN PLAN REVIEW NOTE: PROPOSED FOUNDATION PLAN II I SCALE 1/4"=l '—O" - ---------1 I I DEO• TYP. — -- / ;. 5IW50N Wk62240OD5 - -� (2)2X8 PORCH 5TA66ERM AND SPACED 8' ' C O S 4X4 Pr NXV POST J015T,5EE PLAN O.G.HORIZONTALLY.REFER TO 1... \, SPACIN6 DETAIL r SIMP50N LW6Z 1646 PERMACA5T COLUMNS I ( J015T HAN6ER 5I405M LV528Z J015T OVER 4X4 w009 POST _..,..::,. _ �& (rYP AT ALL HANGER(rYP AT ALL J015T ° 5TAIR AGAINST LEDGER BLOCKit UIQ COLUMNS I i 51MP50N DTT2Z HOLD DOM MP 5TRIWE'RS)WITH G40NNECTION5)WITH ZMAX ! AT AUSTAIR STRIWER5)WITH IMAX COATING COATING ( ( I I ZMAX COATIN6 PROJECT NAME: I I6 I TH 3�� - -- - -- D EMIT RAC K Q I a -- — POImED -- pA0 P5f I I a CONC - — ........._.......... _ .._....__._._...__ I i PAD i I I I I I I I I : NEW 2Xb - 1 I __...._._. _...... _ ... ....... AU I< I I STREET ADORE55: 1125 EAST GILLETTE OR :...............::.:::::..:...::_: T........ ............. _ :_::_.:_._...:..._:.:.::_.: TOWN: EAST MARION _.... J ::::...._. a4 REBAR _ STATE: YORK -. I P05TAL CODE: I __— IIg3q THROl16H PoSr ---- 5GTM #: 1000-38-4-20 51TE NUMBER: rKrAr cur END wlrH- -- COPPER NAPHTHEMTE 14' IFIRST FLOUK 4' MPACTED 6RAVELA NS c I I . _. PLAIM SEAL 515oNAT-URE,.:, PROJECT NUMBER:2022-003q / ED,gR�,� INITIATED DATE: 06/01/22 EXISTING FOUNDATION PLAN PORCH DECK & STAIRS DETAIL �`� ���� ` 41 CHECKED BY: 5BA , (, 1 .. SCALE _= 1/4"=l '—O" SCALE = 1 "=l '—O" 0 2 4 8 w's , � DRAWING NUMBER: AN 'o1/4" = 1 P-Ops Amlolou 037611 <%- �F NE�N PAGE: 5 OF 12 #30 FELT PAPER OVER 5HEATHIN6. APPLY _ GRACE ICE AND WATER DAM AT EDC-E5, (� S T E E A Fm E L T EAVES AND VALLEYS I O IX2 FA501A 4 ARCHITECT V11 i'�� CONSTRUCTION NOTES 5/4Xb FA50IA BD PHONE: (631) 553-6333 PO BOX 762 GI GENERAL - REMOVE EXISTING FINISHED FLOORING THROUGHOUT KITCHEN. INSPECT 50FLOOR, REPLACE ANY CABLE RIDGE BOARD I'-O" 2X4 OUTRI66ER5 GREAT RIVER, NEW YORK 1173a DAMAGED PANELS. NEW WOOD FLOOR WHERE INDICATED. CONNECTED TO RAFTERS G2 GENERAL - KITCHEN AND NEW BATHROOM ARE TO RECEIVE CERAMIC FLOOR TILE $ GEMENT BOARD BASE. �J COLOR AND TYPE TO BE 5ELEGTED BY OWNER. ! EXISTING I/2" 05B SHEATHING 03 GENERAL - NEW BATHROOM 15 TO RECEIVE MOISTURE RE515TANT 6YP BD IN ALL OTHER AREAS. PROVIDE OVER CRIPPLE 5TU05 C�) CONSULTANT: TILE UP 4'-0" ON ALL OTHER WALL5 WITHIN BATHROOM5 W/BASE TILE AND GAP TILE. v G4 KITCHEN CABINETRY AND COUNTER ARE TO BE SELECTED BY OWNER. PLUMBER 15 TO MAKE FINAL O _._.___.____. ._..._......... .. VENTED VINYL SOFFIT TYP. CONNECTIONS AND PROVIDE ALL FAUCETS, 51NK5, SHOWER TRIM ETC. ALL r0 BE 5ELEGTED BY OWNER. ( I BLOCKING TO DEGREASE IN SIZE KITCHEN 15 TO RECEIVE BACK5PLA5H TILE, 5ELEGTE9 BY OWNER AND INSTALLED BY CONTRACTOR. N TO MATCH ROOF PITCH 05 6ENERAL - ALL EX15TINO EXTERIOR WALL 5HEATHIN6 15 TO REMAIN ONLE55 DAMAGED Gb MEGH ROOM 15 TO BE IHR FIRE RATED GEILIN6 AND WALL5. DOORS ARE TO BE 45MIN RATED. v k CURVE 5HEATHIN6, ADD BATTENS N TO 5EGURE SHEATHING TO ROOF RAFTER 3 ROOF RADE FASCIA DETAIL SCALE = 1 -1 /2"=V-0" 218 BLOCKING FOR CURVED SHEATHING AND SOFFIT RIDGE GAP TO MATCH ROOFING 5HINCLE5 SYMBOL LEGEND 5IMP5ON HURRICANE 5TRAPPING PLOT PLAN CONTINUOUS RIDGE VENT WITH PRE5GRIBED NAIL5 WITH INSECT SCREEN NEW PARTITION 1 BOTH 510E5 ASPHALT ROOF 5HIN6LE5 G5 NOTE TAG 5EGTION OVER EXISTING 30# FELT (FULL HEIGHT) A-17 MARKER 0513 PLYWOOD PAPER. NEW RATED PARTITION ROOM 5TRAND SHEATHING EXI5TIN6 PARTITION TO ® ROOM TAG �i PoJE::LLqopjN RECEIVE NEW 6YP BOARD SUPPLY - 5EC' of r �' "'r LLLLL!L O ii OWNER EXISTING PARTITION TO -- - -- I �L��L - REMAIN Lt L_L LLLLLJI PARTITION TYPE TAG ® RETURN L L� _ EXI5TIN6 O 112" _DOOR TO - _ sV-0 REMAIN RELOCATED SMOKE DETECTOR -- f R G/ VENTED VINYL 50FFIT EXI5TING DOOR/WALL TO GEILIN6 HEIGHT I BE REMOVED ITDATUM ELEVATION - - - 4 A-I 2 INDICATOR - �I � RAPPIN6 A5 PER 810 NEW DOOR DOOR TAG s - "_. _ 001 (5EE 50HEDULE) ----- -oil OiI 6-002 2X0 2k8 Rip®�6„ NO. DATE DESCRIPTION UC OI 07/11/22 155UEO FOR REVIEW HEADER A5 PER PLAN FL HINDON HEAD ALTERNATE 5IMP50N HURRICANE GONNEGTOR5 AT EACH RAFTER ROOF RIDGE DETAIL GAMBREL CURVED SOFFIT DETAIL 2 SCALE = 3"=I '-O" SCALE = 1 -1/2"=V-0" BUILDING PLAN REVIEW NOT: CONT. ALUM FLASHING NEW CONT ALUM AT ALL VALLEYS 6UTTEP5 AND LEADERS RIDGES, RAKE5 AND EAVES - - _Q Q a 2X4 PT. CONTINUOUS WOOD NAND - I RAIL - - - - - - - - - - _� - - - - - - - - - - - - � - 2X4 PT. WOOD TOP RAIL 5EGURED BETWEEN P05T5 -_.-............_--------- - ------..._................... _...--- -- --- a � 4X4 PT. WOOD P05T (TYP) _X � z --- -__= _- ---- --- — = N 1-1/2"XI-1/2" PT WOOD BALU5TER5 I 5PAGED @ 5-112" O.G. i — I GUARD AND RAILING TO GOMPLY WITH IRC 2015 8312 CUAR05 AND PROJEGr NAME: — LL WINDOW FALL PROTECTION - DEMITRACI� 2X4 PT. WOOD BOTTOM RAIL — NEW GOVT RIDGE VENT SECURED BETWEEN P05T5 I T I WITH INSECT SCREEN STREET ADDRE55: 1125 EAST GILLETTE OR ol _ ru �_ TOWN: EAST MARION STATE: NEW YORK - - i - - - - - Q-'- — - -� - P05TA CODE: F-F - - - - - - ilg3q I I - _.__ SGTM #: 1000-38-4-20 SITE NUMBER: PLAN AND DETAILS � - - - - - - -- - NEW6RAGEIGE � WATER DAM AT EAVE5, NEW CONT RIDGE PENT NEW CONT ALUM CONT. ALUM FLA5HIN6 VALLEY5, RI06E WITH IN5ECT 5GREEN GUTTERS AND LEADER5 AT ALL VALLEYS SEAL PROJECT NUMBER:2022-003q REAVE5I06,E5, RAKE5 AND INITIATED DATE: Ob/01/22 PROPOSED ROOF PLAN REAR DECK RAILING DETAIL /�����J�" B. \ ������ CHEECKEDBY: 5BA 5 0' 2' 4 8' DRAWING NUMBER: SCALE = 1/4"=V-0"'-0" SCALE = 1 _1/2)'=1 )-0)' U%) uu 1/421 1 I-Opp Aml 0376A\ y0 O F N E��J PAGE: 5 OF 12 smmj�11111111111111111 I'll -1111111111111111,111illillillillillillI 11 ''I III III 1111111111111111111 I 11111111 I I III I IN I I 11 11 11 111111111111111111 1111 - I 11111111111 11111 Jill STEVE AFFELT TOP OF R106E �,... _ -- „ _ ',;;,,.. el . 1 1 :ft]���� 11 I " "", . ARC mHm ITECT - - , EL: 27'I' -- , I I I '; .fir,;;;,;i ,,/ �­ 7---­­��­ ��, " , " �4- 1 ""' , - 1 /',;, _,z ;, .. ,. ,, ii." 1. r, r 1 �!' 1 y 12 "I L ' 5-3 4 - / - _�; . � 553 6333 „ „ f f , , : ASPHALT ROOFING 5HIN6LE5 W VAPOR BARRIER AND J" 056 SHEATHING S T A F Vm rtm: L win SLOGKIN6 TO PECREA5E IN 51ZE RIDGE BEAM BEYOND TO MATCH ROOF PITCH 'An R C Ono I T E Cw"O*T OUTRIC76ER5 CONNECTED TO 2ND RAFTER CURVE 5HEATHIN6, AOL? BATTENS TO 5EGURE 5HEATHIN6 TO ROOF —EXTERIOR RAFTER PHONE: (631) 553-(9333 TOP OF M06E RAFTER PO E30X 762 EL.. GREAT RIVER, NEW YORK II73q d' X 6" 6ERTAINTEED PVC FASCIA BD 2X& BLOCKING FOR CURVED CONSULTANT: -;D 5HEATHIN6 AND SOFFIT >< 90 0 I'-6" NEH CERTAINTEED PV`6 BEAD BOARD SOFFIT $ MOULOIN6 + + --------CERTAINTEED LAP 5101N6 W VAPOR NEW 2X6 COLLAR TIE5 45" O.G. BARRIER AND " 0513 5HEATHINC, + + BUILD OUT OF FRAMING TO CURVE FA5GIA TO BE 5ELEGTEO E3( SHEATHING LAP 5IDIN6 OWNER 11211 &1-611 y i o VENTED VINYL SOFFIT 5 ALUM DRIP LEDGE PER HURRICANE 5TRAPPINC A5 --------- GONTINUOU5 2X4 BACKER 5TUE) PLOT PLAN C, CODE AND DETAILS ON C-7-001 C-2-002 X 6"CERTAINTEEP PVO FA501A READING NOOK BOARD _i i NEW CORBEL, 24- O.C. eEILIL6 UNDER NOOK N EL 5, FILL ALL EXPOSED C:1� CAVITIES HEADER AS PER PLAN IN5ULATION BOARD X b" GERTAINTEEP PVC FASCIA e- BEDROOM FLOOR CERTAINTEEP LAP 51DIN6 W VAPOR BARRIER AND 05B 5HEATHIN6 Q ALUM DRIP LEDGE OVER TRIM Q) c� 117771, A 'm U IWA11 " DOIA1 HE AD DET IL REL FRA MIPNG ' ETAIL v N w w A G MB'w 5 1 /2"=V-0" SCALE 1 SCALE 3"=l '—O" 0 56RIPTIO T— 01 07/11/22 155UEO FOR REVIEW 0) 02 05101123 1-55UEDFOR REVIEW LU II EAVE EAVE I , + I II + + + FIN15HED 5E(OND FLOOR + + EL: If'-O' . . . . . . ......... Y y 15T FLOOR CEILING EX15T 2XI0 CEILING J015T5 Ib" O.G. EXIST 2XIO GELLING JOISTS 16" O.G. NEW LAP 510INCW AIR j BARRIER OVER EXIST TA264(b TH26-46 5HEATHIN6 ON HALL 5TO05 FL WON HEAD ........................................... ........... ............................... ................................... T --— --------------------------- ....................... H/RIq INSULATION 2X3 SOFFIT BRAGINO @ 1(9- ""oP O.G. W VENTED VINYL 5OFFT BUILPIN6 PLAN REVIEW NOTE: ggg tA ks) RVII ff FL HEADER A5 PER PLAN ks) wo, Alf AZEK TRIM OR EGUIV BEDROOM AW Lu A j" j a W BEDROOM r. r. BUTYL HEATHER PROOFING C) cxv j WRAPPED AROUND WINDOW ALUM DRIP EDGE LxLj ANDERSEN WINDOW * FINISHED IST FLOOR EL. 0 Y r X 2 WINDOW H E 'Am D DETAIL EX15T 2X5 FLOOR JOISTS 0 Ib" O.C. EX15T 2X8 FLOOR J015T5 9 Ib" O.G. SCALE = 3"=1 )-011 EX15T(4) 2X5 BEAM ANDERSEN WINDOW PROJECT NAME: r% DEMIRACK CONTINUOUS EXPANDING IN-5UL BA5EM'EN1 065EMENT FOAM AROUND WINDOW A L) a D w` ITI AZEK 5TOOL d STREET ADORE55: 1125 EAST GILLETTE OR APRON MM OR TOWN: EA5T MARION EGUIV STATE: NEW YORK PROVIDE CONT. BEAD P05TAL CODE: II43q OF SEALANT AT 56TM #: 1000-3&-4-27 BLOGKINO- AND 6*(P -P BUTYL HEATHER BOARD AGAINST SILL SITE NUME3L -- PROOFING PLATE WRAPPED AROUND BUILDING SECTIUN A W 2 ON& ANU DETAILS RIGID BOARD INSULATION, MIN R-3 17— J-LX NEW LAP 510INPROJECT NUMBER:2022-003q C7 W DA RG E" AIR BARRIER OVER ...... INITIATED DATE: 06101122 05B 5HEATHIN6 DRAWN BY: 5BA ON HALL STUDS W .......... . ......................... GHE6KED BY: 5BA SPRAY FOAM IN5UL— :. ........... DRAWING NUMBER: L I fft rKuru u U N KU u N WIImuuW SILL DETAIL SE "T100' TH `0'& UGH 2NP'& FLOOR EXTEMIA An 3 0 u uAft vg% SCALE = 112"=l '—O" SCALE = 3"=I '—O" 376A % 0 N T44 PACE: 8 OF 12 R106E GAP TO MATCH ROOFING 5HIN6LE5 STEVE AFFEL HURRICANE 5TRAP A5 DOUBLE UNDERLAYMENT OF 30# CONTINUOUS RIDGE VENT \ FELT PAPER REQUIRED WHERE ;; PER CODE NEW A5PHALT ROOF 5HIN6LE5 W/ STYROFOAM AIRFLOW NEW 2X6 STUD WALL - WITH INSECT 5GREEN ARC H ITE L4"'O'*T 30# FLET PAPER! OVER EX15T 1/2" BAFFLE PITCH OF ROOF 15 BETWEEN 2:12 050 STRAND PL'(WOOD AND 4:12 cccc c�cccc. SHEATHING 5IM50N HA 5RP IH PHONE: (631) 553-6333 DXI-I/2NAIL5 PO SOX 762 5EAMLE-55 i - = �' �I;' OREAYORK II _. ALUM 6UTTER _ 0 0 - R30 (7 I/4" TH) ROGKWOOL `r' 058 STRAND PLYWOOD U ', 03 o INSiJLATION IN GEI IN6 CAVITIES i. I (�. CONSULTANT: 2x8 GJ @ 16 O.G. NEW GAF TIMERBERLINE ASHPALT 0 0 _ 'a e - HURRICANE STRAP A5 ROOF 5HIN6LE5 OVER 30# FELT ( PER GODS PAPER. 0 4 •c 5/4X6 FA50IA ROGKWOOL BATT IN5ULATION GUT TO , , BOARD WRAPPED FIT 5PAGE BETWEEN BAFFLE AND IN ALUM i:' - GEILIN6 WITHOUT COMPRE55ION R-30 ROCK WOOL INSULATION APPLY CAULK AGAINST PLATES TO VENTED VINYL SOFFIT OR EQUIV 5EAL GYP BO TO WALL TO CREATE AIR HURRICANE 5TRAP A5 PER CODE BARRIER, REFER TO AIR BARRIER I ' DETAIL5 ON EN-002 NEW LAP 510IN6 W/AIR BARRIER j �- OVER " 056 SHEATHING ON WALL STUDS rI R3 RIGID INSULATION : --- ------------ " ---- 4X6 COLLAR TIES ® 48" O.G. i l 1� PLOT PLAN T I L CKI D T SCALE == 1 -1 /2"=l '-O" SCALE = 1 -1/2"=l '-O" SCALE = 3"=l '-O" N GEMENT BOARD VAPOR RETARDER - FLA5HIN6, CAULKED TO NON��OMBUSTIBLE RI61D CHIMNEY W/ HIGH OR SEMI-FLEXIBLE TEMPERATURE CAULK : VAPOR RETARDER REQUIRED MATERIAL, CAULKED TO PROVIDE R1610 INSULATION CURB AROUND _............ GHIMNEY AND FRAMING NO. DATE DESCRIPTION EQUIV TO FULL DEPTH OPENING TO BRACE ADJACENT INSULATION FULL DEPTH Of 07/11/22 ISSUED FOR REVIEW IN5ULATIONIm owl i AIR BARRIER EXTEN05 FROM FLOOR TO 2" ABOVE TUB - - ; FLANGE OR SHOWER \/ Y' _ - - - - -- ENGL05URE. INSTALL F„ __ _- -- --- -_ ���,-9�,-��,-,�-��� ���� .... ,. moi,-goo,. T_ INSULATION AND AIR BARRIER -- - - BEFORE SETTING TUB �— 5EAL AIR BARRIER TOIF V/ VOF BOTTOM PLATE AND FLOOR CAULK TRIM TO 1 SEAL W/ 2 DRYWALL 5EAL DRYWALL TO PLYWOOD �I AIR 6A5KET/WEATH)^RSTRIPPING FRAMING AROUND SEAL 5HEATHIN6 TO TOP - 5PAGE SEAL GYP BD TO TOP PLATE %` WITHIN BETWEEN HATCH AND STOP OPENING W/CAULK, TYP " :.:. PLATE W/EXTERIOR CAULK, r:1 CHASE FT7 BUILDING PLAN REVIEN NOT: f I L I I I J SCALE == 1 -1/2"=l '-O" SCALE = 1 -1/2"=l '-O" SCALE = 1 -1 /2"=l '-O" II TAPE ALL DRYWALL��F�,,, yy„�,,,,,,�, INSULATED 5EAM5 GEILIN6/ATTIC, 5EAL GYP BD TO TOP PLATE W/ CAULK, TYP 5EAL PENETRATION5 THROUGH TOP PLATE W/ AIR TIGHT FOAM 5WITGHE5 ON INTERIOR PROJECT NAME: WALL5 DO NOT REQUIRE 5EALIN6 DEMITRACK 5EAL GYP BD TO END 5TU05 W/CAULK, T(P I FULL DEPTH INSULATION OVER OUTLETS ON INTERIOR 5EAL PENETRATION5 LIGHT FIXTURE RATED FIXTURE CANT WALL5 DO NOT REQUIRE 5TREET ADORE55: 1125 EA5T GILLETTE OR SEALING THROUH END STUD W/ AIRTIGHT WIRE CONNECTION (A5TM E-283 GTOWN: EAST MARION y AIR TIGHT FOAM FROM JUNCTION BOX TE5TED) 5TATE: NEW YORK F05TAL CODE: IIg3q w % y' \ 5GTM#: 1000-38-4-20 5EAL GYP BD TOBOTTOM PLATE5 ON BOTTOM PLATE W/ i'/ INTERIOR WALL5 DO � SITE NUMBER: CAULK, NPNor REQUIRE 5EALIN6 ,..,..., o Y, OP A wDUAILS 5EAL CAP BETWEEN DRYWALL AND CAN WITH A 6A5KET IF REQUIRED BY MANF INTERIOR WALL INTERIOR RECE55ED 5EAL & 516NATURE;� PROJECT NUMBER:2022-003q FOR RATING LIGHTS DO NOT REQUIRE EXTERIOR WALL 5EALIN6 �c�� 4q�' , INITIATED DATE: 06/01/22 EN DRAWN BY: 5BAT I LIGHTS LL � GHEGKED BY: 513A .� `° �;,•, '. �C'3 DRAWING NUMBER: SCALE _= 3/4"=l '-O” SCALE = 1 -1/2"=l '-O" SCALE = 3 4"=1 '-0" a �.• F `7611 0- OF N E1N PAGE: g OF 12 - _ � ' (2) 50N522&000f3 5TA66ERE05PACED 3" O.G. INITIATEP DATE: 06101122