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HomeMy WebLinkAbout7926 f c C ��'1 U�%l�� V SII�` Icy �'�v p ��Ste. aLceSScar ,je lz-�'z kc Owner: Giniger, Evan File #: 7926 Address: 315 Fleetwood Rdrt Code: 18RL Agent Info �0 Lisa Poyer Twin Forks Permits 288 E. Montauk Highway Hampton Bays , NY 11946 Phone: 631-644-5998 �J Fax: Email: lisa@twinforkspermits.com 3 h9� P2I o/�s BOARD MEMBERS ��0f soveyo Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road- P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes G �pQ Town Annex/First Floor, Robert Lehnert,Jr. CO 54375 Main Road(at Youngs Avenue) Nicholas Planamento � , Southold,NY 11971 L@ 3:Zr. M http://southoldtownny.gov 16 2024 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 PAUUIGI l Id OWn �INDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 15,2024 ZBA FILE: 7926 NAME OF APPLICANT: Evan Giniger PROPERTY LOCATION: 315 Fleetwood Road, Cutchogue,NY SCTM No. 1000-137-4-14.1 SEORA 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 April 9, 2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.,The LWRP Coordinator issued a recommendation dated July 29, 2024. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a 24,585 sq. ft. non-conforming parcel located in an R-40 Zoning District. The property has a road frontage of 75.00 feet along Fleetwood Road, it then turns northwest for 315.7 feet towards Eugenes Creek, it then turns 78.04 (along the tie line) feet northeast along Eugenes Creek, before returning 333.82 feet southeast back to Fleetwood Road. The property is improved with an existing two-story residence with an accessory garage in the front yard as shown on survey prepared by Nathan Taft Corwin, III, L.S., last revised August 6,2012. BASIS OF APPLICATION: Request for a Variance from Article 111, Section 280-15 and the Building Inspector's March 8, 2024, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) resulting in an existing accessory structure located in other than the code permitted rear yard; located at: 315 Fleetwood Road(Adj.to East Creek),Cutchogue,NY. SCTM No. 1000-137-4- 14.1. RELIEF REQUESTED: The applicant requests a variance to construct additions and alterations to the existing residence that would result in the existing accessory garage to be located in a side yard where a rear yard location is required,or a front yard location on waterfront properties. Page 2,August 15,2024 #7926,Giniger SCTM No. 1000-137-4-14.1 ADDITIONAL INFORMATION: As per written submissions to the Board, the existing residence exists with a Certificate of Occupancy # 35901, dated August 21, 2012. The existing accessory garage currently exists with a Certificate of Occupancy#35902, dated August 22, 2012. Two letters of support were received from neighbors. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 1, 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 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject accessory garage exists with a certificate of occupancy. Although the proposed additions to the front of the residence do not require variance relief, they will place the existing garage partially into a side yard. Since the accessory building legally exists in its current conforming front yard location on this waterfront parcel and no changes are being proposed, the change in the technical side yard location will in no way change the character of the neighborhood. 2. Town Law 4267-b(3)(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. Any proposed additions to the front of the residence would technically relocate the exiting garage into the non-conforming side yard,thereby requiring variance relief. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 100%relief from the code. However, the existing accessory garage in question already exists in a legally allowable front yard location with the benefit of a certificate of occupancy. The proposed additions to the front of the house will put it partially in the non-conforming side yard, although no changes to the subject garage are being proposed. It is financially not feasible to move the garage closer to the road to retain its current conforming front yard location. 4. Town Law 4267-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 and the conditions of this board. 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 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to the existing residence 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 Lehnert, seconded by Member Dantes, and duly carried,to GRANT the variance as applied for,and shown on the Site Plan,page S-1,dated March 27,2024;and Architectural Plans, pages A-1 thru A-10, dated February 1, 2024, all prepared by Mark Kevin Schwartz,Architect. This approval shall not be deemed effective until the required conditions have been met. At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void The above conditions shall be written into the Building Inspector's Certificate of Occupancy, when issued. ' Page 3, August 15,2024 #7926, Giniger SCTM No. 1000-137-4-14.1 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. 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 nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and otherfeatures 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: M bers Weisman(Chairperson),Dantes, Planamento,Acampora and Lehnert.(5-0) Leslie Kan s Weisman%Chairperson Approved for filing //6 /2024 REVISIONS: SITE DATA PROPERTY: 24,585 SF 0.564 ac PROPERTY WETLANDS: 2089 SF BUILDABLE PROPERTY: 22,496 SF 0.516 ac ESTIMATED AREA OF 2000 SF - GROUND DISTURBANCE: AREA LOT COVERAGE: EXISTING: HOUSE: 1,047.4 SF 4.66% �a PORCH: [56.0 SF1 [REMOVE] DECK: 440.2 SF 1.96% O.D.SHWR: 24.0 SF 0.10% DETATCHED GARAGE: 360.0 SF 1.60 TOTAL: 1871.6% 8.32% DESCRIPTION: AREA LOT COVERAGE: GPROPOSED ADDITION: 342.2 SF 1.52% PROPOSED PORCH: 65.0 SF 0.29% TOTAL: 407.2 SF 1.81 % COMBINED TOTAL: 2,278.8 SF 10.13% METES AND BOUNDS: SURVEYOR: NATHAN CORWIN O SCTM: 1000.137-04-14.1 M� `G DATE SURVEYED: FEBRUARY 12,2009 Qr� CO`VI V ELEVATIONS REFRENCE: NAVD 1988 FLOATING DOCK ZONING: R40(NON CONFORMING) hhhET���111 N 77°22'26" C� 29.74' FLOOD ZONE: AE 6/X Ft�7 S 87040'57" E h--1 N 65048'03"E 8.54' Q 39.76' BULIWOEAD GEA CALCULATIONS MP0.K 'ok2�9Ip9� WRA�Mr • •!� , '•'•�•_• • • - - LOCATION: PROPERTY: 24,585 SF �• • • •/ � • • � WETLANDS: 2,089 SF BUILDABLE PROPERTY: 22,496 SF • S\OP` •i•% + • + + EDGE OF N\GN�y121z a01 i LAWN (280-207d)GFA PERMITTED: 3,599.E SF F--� • EDGE OF- •`� r '`~�• /' / EXISTING 1ST.FLOOR: 1,047.4 SF M--1 LAWN • -�-/ / EXISTING 2ND,FLOOR: 996.9 SF H - / TOTAL EXISTING: 2,044.3 SF OR / m PROPOSED 1ST.FLOOR ADDITION: 342.2 SF m PROPOSED 2ND.FLOOR ADDITION: 342.2 SF / 1 TOTAL PROPOSED: 684.4 SF NYSDEC TIDAL WETLAND BOUNDARY r / AS MEASURED IN THE FIELD ON BA2/201T•- BYAF/SL / TOTAL GFA: 2.728.7 SF / I � / EXISTING ROOF O ` ) _ - - 4 O A [3W ! /01. w O Z ® ® w W W w x 11 r v N, Lill \ M ZONE AE(FL 6) EX. I EXISTING O DW I ..... DECK......... .... Lm I I ®® CL CL �W EXISTING 2 / 0 FRAMED HOUSEOUSE FF EL 9.0 r _ -� OD I° / ^ . SILT SENCING� 0 EX. Jrl �I; 1 1 F%BE DE PORCH ?T BE DEMOLISHEDPROPOSED 2 STORYu U oI ADDITION'X�OINJGJLOI 1,,15 SKY PLANE = 9" T O CARA�E !"II ONT I01 •I)Wr�-I f-aO Do0 PARTIAL Av U Ia TO!Itgt VED O REPAIR AS,0.E UV' I 1 I EMCTTERC `vF I I III I UTILITY I1 I '' I I POLE STORM WATER MANAGEMENT DETAILS a � H I I Im I1 Eo I I _ I /� I r LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELL 2"RAIN PER HOUR PROVIDE: CAPACITY: NEW ROOF AREA:600 SO.FT. 100.2 CU.FT. (1)B'dla.,3'deep 126.8 CU.FT. A O 20' BU DINGS, VEIbPE i 15' VL Tal."IE`F' ch a OGEE GUTTER-STANDARD S" W NOTES, V• 144 / EXISTING STONE M b L).ExE[uTION; M,y Z Z DRIVEWAY O / A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED, U I \ =4'/I pv } 2).PREPARATION: �/P O ,VOr �� A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION G VO B),PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR rn RLZ �6 _ ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. TER C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR �I \ _ M ER 7� METALS WITH PROTECTIVE BACKING PAINT. �4 CONSTRUCTION -� _ / 3.INSTALLATION: FINAL MAP A),PERFORM W[NEK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. ENTRANCE •_DW�ATvr--�- 1).GUTTER TO BE PRCHED TOWARDS LEADER V TO 2'FOR EVERY 4V OF RUN. ,).SHE METAL JOIN LENGTHS WITH WATERTIGHT]OBITS, BY Z BA Q ,�Ff 1,, AFLL a).COPPER f LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND REVIEWED o2 S 86040'0O°W I J.0 I B).ALUMINUM:ACCESSORIES. AND CAULK WITH A BUTYL SEAANT SLIP JOINT CONNECTORS, 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL DECISION# F L E ET�UO O D ROAD CONNECTION LED WATERTIGHT. DRY WELLS TO BE 10'MIN. 4).PROTECTION: Q2) �Q a AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF tNlO]ECT, DATED• u B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION, CI) a C16 O O � �I Y � .. �A'� •� r., w Ck . PROPOSED SITE PLAN SCALE: 1n = 30► T1 SJ Lu � + DRAWN: MH/MS -0 ® r SCALE: JOB#: S 3/27/2024 SHEET NUMBER: s-1 REVISIONS: o O Li coLui H--� w ® ® b z 0 PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" �D o O A � tn O w W �W M O N 05 �M O p°7 m M p O� E-11—ILIx ° 0 00 ELI p 4 m U r"' cccIn 0 W 1 fsarre� e_as I I I 1 1 I r na= Lal I rr 1 1 1,11 / \ ♦ II O/ \ , `jam FINAL MAP N REVIEWED BY ZBA WUaU DECISION# ___ DATED: EXISTING SOUTH ELEVATION SCALE: 1/4" = F-0" DRAWN: MH/MS SCALE: Q� JOB#: 2/1/2024 SHEET NUMBER: A— i REVISIONS: Tj now O H W O f--1 nH PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" W O � o � � o - W w � w x � H U 0 N v co M711c`� O p ,..� o i� � a w TJ 1 p ono rn U � c"o) � �n �s N 04 c. w O d N FINAL MAP � REVIEWED BY ZBA DECISION# `7°l )- 'SATED: 1,5_d r ~ K ch EXISTING EAST ELEVATION � SCALE: 1/4" = 1'-0" s`r DRAWN: MH/MS E SCALE: JOB#: 2/1/2024 SHEET NUMBER: A-2 REVISIONS: DECK -------------- DFGK DECK LA DW Inn I I 1 1 o ' I 0 rTl II KITCHEN ' H 1 " ' 1 BATH o fl j% .s 0 0 °LQFT- ---- O, O 1 , / ^�1 ' LIVING ROOM I 0.. , I I � I I LINEN ' DINING Z I 0 R ._._ I I H I M--I -------- -- ------------ MASTER BATH - - - - - - - - 5 ---------- ' I �- I �I " AC UNITS E UTILIY L lt--- ---- ---- eMASTE BEDROO ---__-_-_ " II ROOM ° QVEEN I I � I - ❑ 1 BEDROOM o. 2 "" """""-- `--""""-- -- ----- ENTRY N BA H No. 1 - c W -- --- - - ---_ -- BEDROOM C , , 1 1 'ud A O lu 0 I I I 1 I I I I I I 1 W � TEMPERED ;;I LWazl nl n1 PORCH z U II III ►—+ rl nl nl � M CD N v Eo 3 0n m m --------------------------- EXISTING 1ST, FLOOR PLAN >01 m EXISTING 2ND FLOOR PLAN SCALE. 1/4 - 1 -0 0 o um m SCALE: 1/4 - 1 -0 I 1 ib Cu I , r� •4+ C� ,Y� •t'i Lo r 1 to y 1 , N ' 0 W I , ----------------------------- 1 , I , I , I , I , I ' 1 , ' ' W 1 , 1 , ' U ' OI , ' d I , I I I 1 00 �I AL MAP I I I I ��// �/j\(/' aCT// �y�'�7y,�/a,�} I I I 1 R. M l E • A D B r Z C'A!! t DECISION# data � 1 I I 1 DATED: - - �_ ► � a � I I � I I I 1 71Q •�J'��'T --- 10'-01, --- - '►• ► A it DRAWN: MH/MS OF' ,,: SCALE: JOB#: 2/1/2024 SHEET NUMBER: A-4 REVISIONS: I 1 I , I I I 1 1 i 1 I 1 I------------I- -,------------I ,------------I , I ' 1•- --'--------!-- --7--------'- �'i I 1 I 1 1 I I I \``\ ♦\t I I p I 1 1 �_ ' E__ _ �_ ______________�_q/'�'� --_____--_- _ --------- EXISTING t Q=r--- _________?_�- ---------------- V =----__-------==I _ I DECK II II II '° II 11 ,' 11 ,' II ,1 II ,! I' 11 ,1 11 ,i 11 ,1 1 ,I ' q.r.-r +i...V q...--..•._-•--- _---'--u..r-.r.....w f r I \��. a.,e,.1 .._ - .-.. . _ ♦ ._�_. ..__�::'al.....®q =EIR DW ' ' 0 ` r r I 0, 0 p EISTING ' I! 1 n r I I 1 1 I I I 1 e 1 ! 1 I II 1 I 1 I KITCHEN EX. LIVING / DININGcn II I I I I 1 1 II 1 I 1 i 1 I I rO I p I I 1 I 1 I k I I 1 I I I 1 • 1 1 I I 1 1 I I ' I f i I I I I ' 11 I I II ♦ I r I 1 1 1 11 11 I s ' _ti I L---z _.- ___--'7--- _--7_____________C-- _-C-----_----'------ `-------- q--------- 1 4 R O■ EXISTING ------_--- DEN ' IF )111 / 1 to FORMER BEDROOM No.2 O EX. UTILITY AT No. 1 -------- - 1'� 1 ROOM ---------- 1r 'UPI ' I--_-_- --_.- �, ,� 91-21/211 1 ' 3'- 91-4'/211 Q I ' Ip ACCESSRE-FRAME EXIST.WALL +- -«_. _. , _. .m «. «.« ---- «. «. . . Iit r ....-.-.-«-. .. . .. ... , . ..5'0° O i III I = 1 • I I 1 I I+ e 0 A - _ _,,.. _ .. } .. _ .I-� i r� III ! ~ ~ • 1tn Mom) v 1 U 1 IIII' ' r r �' 1 en 2" O `b IIII" ' 1 ` S' s�y u ' u ' W N IIII' ' �' / \�/ U 36" 60"R w v µ Iln" ..._ �s 1 ry-r�� I^^ •. SH 4 �UO IIII IS v 9 • 1 ; 1 HALL N U W PROPOSED k IIII ° PROPOSED _ r 2.6 BATH No. 2 Q I _ �;I I I 0o ENTRY oo bN ! - - --"._ _ _ _. 2'-6n T « +-----«------------+;: I I z _n 4 r l IIII! r , 1 ® QUEEN � ® O ,..� II , y IIII CRAWL SPACE o' � _ 1 1 IIII_ O e4 i n a 1 e lilt _ L� Lu M I ♦ I / II 1 1 IIII 1 1 1 �_ 1--1 i F-I 91 uts d 1 u v cV ij w d O Q = POR H ^ Ln G1 " 1 II 1 II 1 \ I'r • 1 I 1 E v � \ __ 14-5 + - i u1 PROPOSED r o I i I- -rrt BEDROOM No. 2 l fa Ln u m " ------------- ----------- ` DI •r-I �] 1 1 ! ----------------------------- cu -- -- - ' 1 ' -' - c _ co_r. o _ r_-c- '- _ ___ __;�d` ,.,J..L...DT4_ .,V _ _• _ 7 Q, •.7 ., ..+� 1 O I ----------- ------- - 1 1 ------------------------------------------ W 011 6-10'/2" 01 1.01 I p / i 1 41-8'/411 A ^J I-01/411 71-611 /1-61t ; ; 8'-8'/Z" 1 5'-0'1 , 'Y' r 1 (n , 1 1 EXISTING ; 101-81/2"± 8'-8'/211 151-011 ' 2 3'-8'/z" E"'1 GARAGE PROPOSED ADDITION V 1 1 O 1 1 1 1 1 1 I / 1 / 1 I 1 1 1 1 1 I / 1 IN I 1 I 1 ! I 1 - 1 L MAP RMMED BY - -- u 1 I + i PROPOSED 1ST. FLOOR PLAN ; ' SCALE: 1/4" _ V-o" PROPOSED FOUNDATION PLAN 4' = V-0' `t • TA SCALE / y DRAWN: MH/MS SCALE: 10 k ;' + JOB#: Q� 2/1/2024 SHEET NUMBER: A-5 REVISIONS: I f i i f EXISTING DECK _ _ -- EXISTING DECK - ----------------.-- — 't I R P z Y p , R +. t a P' '! 1 01 41 § P, fa t V V h l P Y + 1 P P 4 1 it �/ + +; ;tl 1 R Y + e 1 'I +Y , �'ti,. � ,, § "° EXISTING BATH No. 3 it !+ P ....a _♦ + R, la R._A h a « 1'I 'tl h ' el iA `¢ P i' IP Px_i ♦--.yl L +t h / 11 Ir'I,1 it ' A Ai 10 1 1 b 11 h A 11 V� 1+ 11 a R pl 11 r 1 A 11 � it ° + ° " , . o-_ _«_�_. �:° + ; ; EXISTING LOFT _ __ --_ + PRIMARY BEDROOM (ENLARGED) -------------- LINEN 31- 3/a" 13'-1'/2" Q F"'I -- -Z=----T I ------ ----- :' � (---I d R tl 1 1 y r i I a - A P R a 1 l i r r 91-811 a EXISTING --------_ - [ a WALK-IN V,; BEDROOM No. 3 1 un CLOSET h II -- ----- II + + a y 1 11 ( " — E Q` IR + AV � 4......—._---.._......_—__ m_.._m• . -i�; 4RI ------ --- - n 1 I — .I Y dL- p If � I BIT.IN DESK(TBD) - Fin / ` IV i I \ _x a x x_x 1 11 1 II 1 " I I 11 31 l" 6'-1'h 1 6-1'/2 d 1-10 1-5 3- + \ „"_ —" R n P --` Ia , j1 + / c' + 1 _,x x a a d..m w• + w w w w_w w w_w m..m w ----------- - to -----_ x--x x x- +' 2'-T r + " I �T-j; /?•.•,R g e x w w m It R " it u e A ----------' ------- - SH ER 1- -------- I-------- - -- ---------- IMARY ATH N I ' " I IF 9'-4"CLG. HT. I W O --------- I S + I 101-311 +I M + 1 30X30 30X30 + a 1 ° SKYLIGHT SKYLIGHT U - - J L - - — 42' I I 42" t0 = e Ip r + ry 30X30 3OX30 L N r e 9 i SKYLIGHT FREE STANDING SKYLIGHT ON CN I f F T I [ P _gyp + -�' ATTIC 1 TEMPERED ' ' CD AW251 ' ll'-101/2" 51-5" m N >~ ou m 4J I 1 I , I 17' 3'/2" 61-211 m ,�o I ' cz , LG HT � cz I 11 16" I I AW251 Lo U OH I 1 rn " To I I 1 -/1-611 71-611 (V cu I I 1 W I I 8'-911 15'-0" I , I I I I 1 I I I I I r l i t 1 I i I i I I I vJ I I I I I 1 W I I I I L it 1 1 I i V I 1 O I I I I PROPOSED 2ND FLOOR PLAN : � � SCALE: 1/4" = 1'-0" t A _ SAP - �E M I E. E 7+ 1r�..D E� i Z i� I 1 PROPOSED ROOF PLAN s / a DECISION, 9 a SCALE: 1 4" - 1'-0" GATED. 1 _ ' . 1—————————————————————————————————————————— F-1 - --------------- DRAWN: MH/MS SCALE: JOB#: 2/1/2024 SHEET NUMBER: A-6 REVISIONS: G Generated by REScheck-Web Software 1-3/4X14MLRIDGE Cony Rance Certificate EH E 0 // (3)9-1/2 MIL fkl�jNG (2)2X8 /i� (2)2X8 VALLEY Project GINIGER 1-3/4X14 ML RIDGE, EXISTING 2X8 CJ @16"OC Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition X1 PRIMARY BATH PRIMARY BEDROOM Climate Zone: 4 (5572 HDD) / 00 Permit Date: Permit Number: / Construction Site: Owner/Agent: Designer/Contractor: 315 FLEETWOOD ROAD CUTCHOGUE, NY " 4 SUBF ODOR EXISTING • "' J Iz :#.,;k -1zi ,J'd1�lsi'1k:9r .� 'k� ! — - _ — INSTALL NEW 11-7/8 11-7/8 TJ1230 FJ @16"OC INSTALL NEW 11-7/8 •■■ Compliance: .9%Better Than Code Maximum UA: 304 Your UA: 102 .e. Maximum SHGC: ML UN ER WALL ML UNDER WALL :1 _Code 0.40 Your SHGC; 0.31 HALL DEN � The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use Dr cost relative to a minimum-code home. Z Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade O assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. O BEDROOM No. 2 Envelope Assemblies LIVING ROOM INISHED FLOOR �1 ;`��� +� �;,E��I' =� s4'►�rII,E,�� �1�:14��.'].ir ,!,k�.�,��.� f � � T MATCH EXISTING F'�1 F--- _ . FLAT: Flat Ceiling or Scissor Truss __ w 216 30.0 0.0 0.035 0.026 8 6 — _ _ — DBL 2X6 PT SILL PLATES(VIF) 3/4"SUBFLOOR CATHEDRAL: Cathedral Ceiling 126 30.0 0.0 0.034 0.026 4 3 w/SILL SEAL,TERMITE SHIELD EXISTING SKYLIGHTS: Metal Frame w/Thermal Break 11.7/8 TJ1230 FJ @16"OC (2) 11-7/8 P � ll� � F � I � � I � I � I � T � a� � I � � EXISTING SHGC: 0.26 13 0.440 0.550 6 7 1ST, FLOOR:Wood Frame, 16"D.C. 522 20.0 0.0 0.059 0.060 26 26 TOP OF SLAB TO 2"CONC.SLAB �� EXISTING EXISTING �•� 8"PC WALL b BE FLUSH WITH GRADE 6 1i Door: Solid Door(under 50%glazing) 21 0.280 0.320 6 7 o DAMPPROOF ,� DOUBLE HUNG:Wood Frame M °•p SHGC:0.31 60 0.300 0.320 18 19 a c AWNING:Wood Frame 16"X8"CONC.FTG. °' SHGC: 0.34 8 0.270 0.320 2 3 (2)#5 REBAR 2ND. FLOOR:Wood Frame, 16"o.c, 256 20.0 0.0 0.059 0.060 15 15 F--I AWNING:Wood Frame 7 0.270 0.320 2 2 SHGC: 0.34 ,�, CROSS SECTION A Q FOUNDATION-1ST FLOOR:All-Wood joist/Truss 342 21.0 0.0 0.044 0.047 15 16 3 S SCALE: 1/411 = 11-01I 1 I/4 1 1// E0. 1 1/4 1 1/4 1 1/2 LAV UV W B H SH 2 C.O. 2 11/4 i 1/9 3 Project Title: GINIGER Report date: 12/08/23 Data filename: Page 1 of 2 1 7/4 11/7 1114 V. C. FY 3' PLUMBING SCHEMATIC !- ER Al >- SCALE: NOT TO SCALE 11/4J C)' C.O.I o � o 1-3/4X14 ML RIDGE rT� Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other , F+i � calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in W O REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. SLOPE°va"PER FOOT PITCH TO DRAIN TO ACSYSTE 4"C.I. SEPTIC SYSTEM TRAP HOu" k U Name-Title Signature Date 2X8 @16"OC M U 12 b03 12 �Q 1� 2" 2" ti+ l w o 0 0 0 0 2" o 0 0 0 2" < bo 2„ j ^ vIt � N ;~ m m v o x om 3/4"SUBFLOOR Q o FASTENER TYPE: SPACING: 11-7/8 TJ1230 FJ @16"OC No.8 WOOD-SCREW — - - — tts v 2 P; BASED ANCHOR WITH 16"OC SOLID BLOCKING SOLID BLOCKING C�4 � 21n.EMBEDMENT LENGTH t•- ,� • ®O ® ® ®s cc cco UNDER WALL(TYP) UNDER WALL(TYP) � No.10 WOOD-SCREWS O O tC BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH U E� ') 1/4in.dia.LAGSCREW . � 21nn.EMBEDMENT LENGTH ED ANCHOR WITH 16"OC e CA O W O O ® c ®• C c O c e 3/4"APA PLYWOOD SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVE:7/16"O.S.B.) ® ® cc 9 cc 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVE:7/16"O.S.B.) 3/4"SUBFLOOR DBL 2X6 PT SILL PLATES(VIF) m0 OO ® cc ® Cc ® — _ — - — 11.7/8 TJ1230 FJ @16"0 3 11-7/8 ML CA �'/SILL SEAL,TERMITE SHIELD U FASTENER TYPE: SPACING: �• 2"CONC.SLAB �• 2X4 DF#2 No.8 WOOD-SCREW STUDS BASED ANCHOR WITH lo"oc '.� TOP OF SLAB TO �•� 8"PC WALL WINDOW SILL 21n.EMBEDMENT LENGTH 4 BE FLUSH WITH GRADE b 6AMPPROOF N TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ® M PANEL SPAN EQUAL OR SMALLER Zinn..EMBEDMBEDOE T LENGTH 1z"oc _ - _ , THAN 4 FEET 16"X8"CONC.FT dia.LAGSCREW -- < E BASED ANCHOR WITH I6"OC Q Q (2)#5 REBAR S P 21n.EMBEDMENT LENGTH TYPICAL DOOR OPENING ®MULTIPLE PLYWOODASSEMBLIES FASTENER TYPE: SPACING: � �l CROSS SECTION 6 �� I�WI�D 'Y Z�' PANEL SPAN GREATER THAN 4 FEETUff-C1 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 S —OR GALV NU BOLTS W/WASHERS Zinn.. ANCHOR WITH EMBEDMENT LENGTH 8 SCALE: 1/4" V-0" THAN 6 FEET OC — I yr AND NUTS @ 2'-0"O.C. A•F ��y i _. ,�. .��__� -,_ _ _ No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHORWMBEDMENT H 91,oc Y�'1 � Jill. PANEL SPAN GREATER THAN 6 FEET 21n.1/41n.dia.LAGSCREW AND EQUAL OR SMALLER BASED ANCHOR WITH 16"OC THAN 8 FEET tin.EMBEDMENT LENGTH \ 4� WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL _ . AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING DRAWN: H M /MS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16., I SCALE: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TOk JOB#: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL QF 2/1/2024 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. `' SHEET NUMBER: ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A- 7 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS IN ° IENDWALL RAFTER WALL STUD • CRIPPLE STUD ,i6 o • BOTTOM PLATE 0 RIDGE BATHTUB ° HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH � ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER (2) JOISTS. UNDER WALL. HE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE / 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC O M••-I WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR r,l METAL STRAP F+i CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN Q ` VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST C4 AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER O INSTALL 4'0" O.C. .'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER M--01 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ON TIN. SCREENED VENT RESISTANT METAL MESH WITH MESH �ONTIN. SOFFIT / EXT. PLYWOODON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION, n INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION ~•i 8" - 14" LSTA30 1-1 4"x30" 18 a. STRAP AND JACK STUDS AND SO R TO MAINTAIN AIR SOFFITED EAVE / g GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3 4 CONNECT TO ON ALL OPENINGS / ACTION / x 18gc. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20gc. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING op op pp ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT CWOOD JOIST O Q O W TOP PLATE O Z SIDE WALL FLASHING GIRDER/HEADER WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD w FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SOAS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION c 4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS / U 2 � ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH / RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1 FROM PEAK TO ALLOW FREE INSTALL 4'0' O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2' HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD I �— SUB FLOOR SILL GASKET WOOD JOISTS oD TYP. CONC. FOUNDATION C \ 6OMIL. POLY r GANC. SLAB SKET 2x6 /2x8 CONTINUOUS WOOD PLATE m °1 80 DAMPPROOF EXTERIOR V V GRANULAR FILL ° � ' BOLTED TO STEEL BEAM WITH X ^ 6MIL POLY ON EXTERIOR ° s . ' . ' ' p � ' I 1/2 " DIA. BOLTS ® 48" o.c. STAG. a 0 ^ V STEEL COLUMN I O r� i1 Q ° 4 ° 4 D D ROOF JACK CONC. SLAB ' 'p �, ° \�� �. �� �� STEEL B EAM ti w ° ( A ANCHOR BOLT EMBEDMENT: o v ° COMPACT FILL p POURED CONCRETE: 7" `� 4" x 1/4" x 8" STEEL � q' Q A 'D BLOCK WALL: 15" ROOFING LAPS �. I TOP AND BOTTOM PLATE ci ° p KEYWAY FOOTING D V ° 4 ° 7 FLASHING AT WITH 1 2" x 6" ANCHOR BOLT c e n n CONC. FTG. `p Q`p , D' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP `� / tt� U m ° ; O ANCHOR BOLT CONNECTION . 1/2" GROUT a` �c cn • e '\ ° „ (USP LBPS58 OR BP583) p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I 3" STEEL COLUMN cv o c� DRAIN TILE p ° ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) C. SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING wj W ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SLAB-ON-GRADE V I ' O SUBFLOOR CONC. SLAB 6X6 10/10 WWM DOOR FRAME GARAGE COMPACT FILL ' DOOR I G JOIST N USE 2X8 STEEL B EAM E ' FOR BLOCKOUT 4" SLAB rno P.T. PLATE ` W/ 6X6 WMM SLOPE I~, ,f L MAP 4"DRIVEWAY --- NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR S ACE < I <I ° °" " • • (WITH A NAILING PLATE IF NEEDED) VIEWED BY ZB � • ' p '� AT END AND 1 `� v �..! i i�1.111 ES OF WOOD p ° , ° ° '° ° s ° TO B E APROX. 1 2" OR HIGHER THAN 1;=__�_____�`__=__� �p TO ALLOW FOR SHRINKAGE t t h� GRADE • ° • �• BEAMS _ D D D 0 a ; •, e STEEL BEAM C151�IY _. 6X6 W.W.M. ° D °° D ° 'p I I. -ITI II (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ° ° DATED: is a �'4 �'� ° ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM - p e ^ —SUBFLOOR •� 4 REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM '1=1 D D ° D DRAIN TILE • D REINFORCING BAR ° , -11 e �p a.e o ° II —JOIST 1 ae d° SHEET METAL / 30# FELT UNDER BEAM AT POINTl 'n 2" o OF CONTACT WITH CONCRETE OR CONC. BLOCK _rrr_m_m_m_m_m_ STEEL BEAM , TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 'A ° 4A 3, SHIMS TO LEVEL BEAM PLATE (BOLTED TO BEAM) �t � REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. A 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT DRAWN: MH/MS SCALE: BEAM POCKET ' a JOB 2/1/2024 SHEET NUMBER: "'•tee��s;!'�,!`. A- 8 REVISIONS: CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UN E N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4" DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber, Z All fasteners, hangers and anchors to be galvinized or stainless steel. 2 RAFTER 0 JACK STUDS M2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored Into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts sup porting girders shall be anchored to a minimum 24"x24"x12"thick concrete � LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. 0 LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20 a. STRAP APPLY TO EACH JACK STUD STAIR RAILING g g 4). Deck joists to have blocking at 8'0 o.c.. 1--� ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT30RRT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD a Flashing nd o er he ledger• between building Ledger obe fastened to building width 1/2 Lapping bolt sheathing the withwasherss 1-1/2 SPACE and nuts at 16"o.c. MINIMUM W 6).Concrete piers shall be a minimum 6"above grade. [t HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal POST for any contact with ACQ. TOP PLATE TOP PLATE Z BALUSTERS RIM/DECK JOIST HANDRAIL NOTES: F--1 0 OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD o All required handrails shall be of one of the following types F--� or provided equivalent graspability. F•--I HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a CONNECT TO RAFTER/PLAT RT15 TYDOWN ANCHOR RAFTER TO PLATE perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6" RAFTER RT10 10-3/4"x 18 a.TYDOWN ANCHOR POST-TO-DECK CONNECTION g EACH RAFTER than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 4" DIA.MAXIMUM inch within 7/8 inch below the widest portion of the W GIRDER/HEADER 0 profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the C) O tallest portion of the profile.The minimum width of the O �' GIRDER/HEADER o handrail above the recess shall be 1-1/4 inches to a maximum of 2-3/4 inches. Edges shall have a minimum xj O Z JOIST POST/COLUMN o 0 o radius of 0.01 inches. O � o o rn POST/COLUMN NAILING SCHEDULE GIRDER/HEADER NAIL � SHEATHING:: U JOINT DESCRIPTION QTY SPACING NOTES M U POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING 6 ROOF FRAMING: x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST' NAIL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMO RAFTER CD CEILING JOIST 8'WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE NAIL m c CEILING JOIST TO AS PER TABLE 3.7 EACH FACE X +' o STU PARALLEL RAFTER WFCM-SBC LAP NAIL o m - BEARING PLATE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE c>r �.../ GIRDER p + >~ OVER PARTITION WFCM-SBC LAP NAIL p. w �° o :?::=6 "' • • COLLAR TIE AS PER TABLE 3.4 EACH FACE ti a TO RAFTER WFCM SBC END NAIL a °�00 o t ' WOOD JOIST �• BLOCKING 2-8d COMMON EACH TOE o ■;ti :;;� ` Z •••� - TO RAFTER END NAIL U rr) to •LEDGER •,��;;. RIM BOARD 2-16d COMMON EACH END Lo U m I ' o GIRDER/HEADER Il? cv CONCRETE PIER '� TO RAFTER END NAIL ;o, WOOD JOIST I ••., ^•. WOOD JOIST "'�j.' ' '' °•'� r I o :;;,.• •:'�,. ';. WALL FRAMING: •E W "t■: I '_� JOINT DESCRIPTION NAIL NAIL NOTES .{......: •° QTY. SPACING DOUBLE 2x TOP PLATE TO PER FLUSH JOISTS WITH HEADER/GIRDER •• '�1:::- 2 -16d COMMO FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH r)......- (MINIMUM) TOP PLATE FOOTEIIIIIIIIIIIIIIIIII I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE W LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS 4-16d COMMONEA. SIDE NAIL F" IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEF STUD TO 24" FACE UU 2 -16d COMMO O REQUIRED :::=I I STUD O.C. NAIL i (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE FOR STU i. • ' HEADER TO 16d COMMON 16"O.C. FACE ..... " HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER I I TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END o'lj TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL i LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: E* •'f:� - ........THREADED ROD PER N PIECE OF SIDING BELOW ; ; FLOOR JOIST, BAND JOIST, 2 -16d COMMO FOOT FACE NAIL - -- -- - Q , �; •';: :: CNW COUPLER NUT END JOIST OR BLOCKINGL AP 1/2" DIA. LAG BOLTS W/WASHERSr CONNECTED TO BLDG. 16"OC U @' STRINGER (•' ••*:,, �:,V ::.. POST DECK FRAMING: x � ZBA @16" c �.�;;% •::=.1; MINIMUM G �W (2)THRU• !�r �: '� " .3„END DISTANCE JOINT DESCRIPTION NAIL NAIL j. } BOLTS - ;;: " ;_. QTY. SPACING NOTES � gG—tl��i P844 POST a I `` I J 1 t!I _ ---9 L1 ale. i 0 JOIST TO: PER TOE _ ---- - -- ANCHOR �, MINIMUM SILL,TOP PLATE OR GIRDER 4-8d COMMONJOIST NAIL FLOOR FRAMING PIER 16"TREAD %- `o� , f:•...�.�• ••-' 2x JOISTS °•°° ENb pm-rXNCE v ° t BRIDGING EACH TOE r�u - •.•t:.,•\; •o. • •• '• 12"x12"x12" v 2 -8d COMMON <ti°•a o • • •5��� •�s" > TO JOIST END NAIL CONC. Q; �r CONCRETE FOOTING q V. 1.•.. •: •.y.. BLOCKING EACH BLOCKING FOR JOIST HANGER %q V t TO JOIST END NAIL a 2 -8d COMMON LAG BOLTS o CON s DECK PIER > ^ 4 9 CONC. °^ PER PLAN BLOCKING TO: EACH TOE + ,- � 3'-0 a- ° PIER 3 -16d COMMO o HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL RIM JOIST/BD. '>q- C n 0;9, , SIMPSON STRONG TIE MODEL STRRI/2 DECK POST FTG. CONNECTION LEDGER STRIP 3 -16d COMMO EACH FACE I,Yt DRAWN: MH/MS IN AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION JOISTSCALE: ON LEDGER 3 -8d COMMON PER TOE JOB#; 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAIL ,3 DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END 1% +. 2/1/2024 TO JOIST 3 -16d COMMOt I JOIST NAIL SHEET NUMBER: BAND JOIST TO: PER SILL OR TOP PLATE 2 -16d COMMO TOE NAIL FOOT ..,... A-9 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: G 'L' N ERA L '1kN` OTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 1RC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMONJOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 NO FINISHED CEILING OVER PARTITION WFCM - SBC LAP NAIL ) EXTERIOR(LIGHT FRAME)STEEL WALLS 14 ( ) HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS U360 SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - MASONRY WALLS (8"THICK) 80 CEILINGS(PLASTER,STUCCO) U360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS(GYPSUM) U240 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS(PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 O responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under STAIRS 40 NAIL NAIL F--I construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION AI SPACING NOTES ROOF GROUND SNOW LOAD 20 [--� precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor boltQTY EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION w 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE � INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE ►-� 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE e I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type p STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION � 8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONSBOOM PLATE TO: 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 'Z FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR TJTOI T, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 E--a 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD �--� determine intended heights of finished floors above typical grade. FLOOD g ( ) Yp g 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Q Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Q 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 6 SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonrywalls occurin in exterior or unheated interior areas. 4 - 8d COMMON g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. p TO JOIST END NAIL SHEATHING LOCATION NOTES 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 g p• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: Y with to 95% relative density to be minimum 3-1/2 inch thick. All fill to be compactedWhere a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.C. d COMMON @ 12 O.C.EACH TOE SEE NOTES: 1 ( BOTH FIELDS) W 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL I I NOTE: 2 FOR PANEL FIELD AA along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 d 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one every sq. attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL � 8 0 8x16 cast iron foundation vent for eve 150 ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES x o 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 0 W N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfillin All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMONF" g p p g g g TO JOIST JOIST I NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, W 0 BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 1,._I 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 U FRAMINGNOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. I 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. M For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. U 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION QTY. SPACING Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at TO o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL CD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. " where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD en _L � c 4). Unless otherwise noted all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS m Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" 0. 8d COMMON @ 12" O.C. SEE NOTE: 3 °` .G 6). Concrete piers shall be a minimum 6" above grade. o �, openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: - ° 2P.. a openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES Q X o 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored �, � openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL w and blocking where applicable. to girder(s). JOINT DESCRIPTION Q-n, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. z 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall '~ ° 8d COMMON ) g g q .0 " 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16" OSB 6d COMMON3" O.C. EDGE v 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with N a, E Floors to have ceramic tile installed shall be verified for load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. o ri1 3 proper p Y WALLBOARD 5d COOLERS 10" O.0 . FIELD � on plans. 3 . For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g� g FLOOR SHEATHING: N G other access openings unless otherwise noted (typical). 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p Y QTY. SPACING w state code and manufacture's recommendation for maximum hole size ands spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. [� where applicable unless otherwise noted. p g p STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COMMO 12" O.C. FIELD (5.7SQ. FT.2ND. FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF O 0 NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Q requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. N 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed _ CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. [- ' 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing I NAIL INAIA,P Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits. , E /I E ti A/E D BY Z(� /� � 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. �/ 1l�l T v/'� adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. y { (� �+ ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces )E C:}S ld N# �` l T - over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S. Residential Code. f Pg + 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE Fes' 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings enin s around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ✓ members,the tabulated number of nails shall be permitted p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. +� t to have regular 1/2 sheetrock. All walls to be taped and finished. ermto be reduced tot - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. . 3). All electrical work to comply with 2014 NEC. ` }', t, 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or per as throughout 4). Install Smoke detectors and Carbon Monoxide detectors throu section R314 approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM g p torch down type material over. and R315 of IRC. j DRAWN: MH/MS R t SCALE: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G , JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP 2/1/2024 AND BASES.USE WITH FLASHING CAPS TO y'COVER TOP �r. SHEET NUMBER: o Q!r'T A- 10 SURVEY OF �- LOT 5 & EASTERLY 1 /2 OF LOT 6 McEIvc® MAP OF FLEETWOOD COVE MAR 27 70?4 FILE No. 1283 FILED JULY 1 , 1938 SITUATE ZONING BOARD OF APPEALS C. C U T C H O G U E SHORELINE 'C� TOWN OF S O U T H O L D � SUFFO LK COUNTY, NEW YORK tf1 S.C. TAX No. 1000- 137-04- 14. 1 SCALE 1 "=30' FEBRUARY 12, 2009 SEPTEMBER 3, 2010 REVISE PROP. DOCK OCTOBER 6, 2010 CONVERT DATUM TO N.G.V.D. 1929 DECEMBER 20, 2010 UPDATE SURVEY MAY 16, 2011 ADDED PROPOSED HOUSE SEPTEMBER 12, 2011 REVISE SEPTIC SYSTEM & ADD DEC WETLAND LINE NOVEMBER 20, 2011 FOUNDATION LOCATION FLOATING DOCK AUGUST 6, 2012 FINAL SURVEY E AREA = 24,585 sq. ft.(TO 29.74 P s 87'40'57" N 77°2226" E TIE LINE) 0.564 ac. ' 8.54' N 65.4890399 E AL DOCK W 'JI` $ WOOD 39.76' P BULKHEAD CERTIFIED TO: AL § AL O AL �E LINE x EVAN GINIGER �R MARK (02/09/09) AL �C AL LOW WA WE�� I ALN —� ADA- A �' � NOTES: DooK 20��01 AL ! L4 1. ELEVATIONS REFERENCED TO N.A.V.D. 1988 DATUM. AL N 2. FLOOD ZONE INFORMATION TAKEN FROM: �R W c AL 0 FLOOD INSURANCE RATE MAP No. 36103CO164H N WP / MONAL O ZONE AE: BASE FLOOD ELEVATIONS DETERMINED N\G EDGE OF AWN ZAL I ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD O I Frj WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS AL THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL N 1 CHANCE FLOOD. �O I NYSDEC TIDAL WETLAND BOUNDARY AS MEASURED O IN THE FIELD ON 8/12/2011 By AF/SL 0\ I I \\P/O LOT 5 L�T 6 I 6 . 14 P/0 \ I LOT 6 \ LOT 4 ZONE AE (EL 6) \ \ ooD ZONE X* W::. woo STEPS 8�... STEPS x:•;:• WOOD DECK w 2n•-STORY c,5'1? , 15.0' GARAGE ODD DECK 15.0 ,y. & 1 4' 20W SEPTIC SYSTEM TIE MEASUREMENTS 2 STORY JIIMNEY a AIR uNrr o FRAME HOUSE c a GARAGE GARAGE r, CORNER �A CORNER mm F 39.� 15_4' SEPTIC TANK "� COVER 1 13.5' 15.5' GONG WOODOPD� I SEPTIC TANK cF FOUND ° A STEPS* I / COVER 2 17.5' 11.5' �+ / LEACHING POOL co I • sum I COVER 3 43' 20' W rn r., TarK s I / LEACHING POOL 39' 15.5' 10.0 15.2' 9 I COVER 4 ICK W i I ; l LEACHING POOL COVER 5 42' 21' 4♦• • 5 LEACHI �U COVERIN6 POOL 49.5' 25.5' I; 3 J. • I LEACHING POOL , 4 61 7 I COVER 7 51 28.5 bD rn- ' �t11 0 s .{•-� � f I �+ UNAUTHORIZED ALTERATION OR ADDITION 6I f TO THIS SURVEY IS A VIOLATION OF m :Pi I I W 1 SECTION 7209 OF THE NEW YORK STATE I P • gt 1 I ( W �v EDUCATION LAW. W � �i,'' COPIES of THIS SURVEY MAP NOT BEARING � THE 0 I I I I 0o P� * MBOSS D SEALSSOHALL'NOT BE CONSIDERED v I Q' °'• �' 1 I N lv/} TO BE A VAUD TRUE COPY. O I c I I y ~O���� ONLY TO TONSP INDICATED FOR HER ON S E L VEY RR UN Z •1 P� RAIL A R /~ IS PREPARED, AND ON HIS BEHALF TO THE o= I ° %FENCE MEIfR I ♦ TITLE COMPANY, GOVERNMENTAL AGENCY AND Z v LENDING INSTITUTION USTED HEREON, AND TIE = 274.83' A TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. FOUND :; .':,.� CONC. MON. ° . 75e�G' • .• EDG:OF PAVEMENT THE EXISTENCE OF RIGHTS OF WAY a d • $ 86 40 00 W i ,� • . y . -,, :• AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. A.FLEETWOOD ROAD PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS �AgS,yESTABUSHED BY THE H USE. AND ;VD ADOPTED LAND TITIITTLLESASsoclaTI N 9 i i AP'.• DAFT Co .0 O _ t e ee e V \ 111D1111 N.Y.S. Lim. No. 50467 i/ u Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFRCES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 ! (T� Received COUNTY OF SUFFOLK APR ®9 2024 jb ( WM�T'6 Zoning Board of Appeals 4-� M��n(�� EDWARD P.ROMAINE y '' NJ 1 I w �"'� Y� SUFFOLK COUNTY EXECUTIVE J DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER ELISA PICCA CHIEF DEPUTY COMMISSIONER April 9, 2024 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections 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 George Dangasj,\,i #7922 Steve Mandaro #7923 Grandview Drive Realty LLC, ,,, #7924 Emily Geiger& Sylvia Molloy Ati.5 #7925SE Evan Giniger /� ' ''261 North Road Hotel, LLC/Hotel Moraine P,,,; #7927SE Very truly yours, ��'44e R /�� By Christine DeSalvo Theodore R. Klein, Principal Planner TRK/cd Division of Planning& Environment H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,2nd FI 0 P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 4M KIM OFFICE LOCATION: O-y,' 'Ur' `/ MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 ai =Y Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) CO>, Southold,NY 11971 ',��"�"J 'G"4 'p;'' Telephone:631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM �� To: Leslie Weisman, Chair JUL 3 Q 2024 Members of the Zoning Board of Appeals From: Mark Terry,AICP �GEDW, OFAPPEALS Assistant Town Planning Director LWRP Coordinator Date July 29,2024 Re: LWRP Coastal Consistency Review for ZBA File Ref EVAN GINIGER#7926 SCTM No 1000-137-4-14.1. EVAN GINIGER #7926 - Request for a Variance from Article III, Section 280-15 and the Building Inspector's March 8, 2024, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) resulting in an existing accessory structure located in other than the code permitted rear yard; located at: 315 Fleetwood Road (Adj. to East Creek), Cutchogue, NY. SCTM No. 1000-137-4-14.1. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me,the proposal is recommended as CONSISTENT with the LWRP policies. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency.of the proposed action. Cc: Paul DeChance, Town Attorney RECEIVED FORM NO. 3 TOWN-OF SOUTHOLD MAR 2 7 2024 .BUILDING DEPARTMENT SOUTHOLD,N.Y. ZONING BOARD OF APPEALS NOTICE OF DISAPPROVAL DATE: March 8, 2024 TO: Lisa Poyer,Twin Forks Permits (Ginger) 288 ]E. Montauk Highway Hampton Bays,NY 11946 Please take notice that your application received February 1,2024 For permit to: Construct additions and alterations to an ekisting single family dwelling at: Location of property:,315 Fleetwood Road, Cutchogue,NY County Tax Map No. 1000—Section 137 Block 4 Lot 14�1, Is returned herewith and disapproved on the following gro JJ4�1I I The,proposed construction,on this non-conforming 24 585 sq_ft.parcel, in the Residential R- 40 District, is not permitted pursuant to ec on 280-116A(1), which states: "Accessory buildings and structures or other accessory uses shall be located in the required rear yard. In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front yard principal setback requirements" The proposed construction will result in the existing accessory garage being located in a side yard. 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. Fee:$ Filed By: Assignment No. RECEIVED APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALSf ta2,C0 AREA VARIANCE MAR 2 7 2924 House No. '315 Street Fleetwood Road Hamlet Cutchogue ZONING BOARD OF APPEALS SCTM 1000 Section 137. Block 4 Lot(s) 14.1 Lot Size 0.564 AcresZone R-40 I (WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED March 8, 2024 BASED ON SURVEY/SITE PLAN DATED 1/26/24 Owner(s): Evan Gin iger Mailing Address: 230 W. 78th Street,Apt. 96, New York, NY 10024 Telephone:917-913-3539 Fax: Email: EGiniger@driglobal.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: Lisa Poyer, Twin Forks Permits for( )Owner(X)Other: Agpnt Address: 288 E. Montauk Highway, Hampton Bays, NY 11946 Telephone: 631-644-5998 Fax: Email: lisa@twinforkspermits.com Please check to specify who you wisle 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 1/26/24 and DENIED AN APPLICATION DATED March 8, 2024FOR: (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: XXIII Section: 280 Subsection: 116A(1) 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 sitre to research before completing this gaestion or call our office for assistance) Name of Owner: ZBA File# REASONS FOR APPEAL (Ytease be specific, additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: The proposed project includes the construction of a 342 sq. ft. addition to the existing residence. The proposed addition will locate the existing detached garage in the side yard of the proposed residence with the addition. There will not be an undesirable change in the character of the neighborhood due to the small residence addition and creation of the detached garage in a residence side yard. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,because: The property owners are looking to increase the total GFA by 342.2 sq.ft.and front porch expansion of 10 sq.ft.(removal of the existing front porch at 56 sq.ft.and construction of a new front porch at 65 sq.ft.). We believe the requested variance is a minor variance and the small expansion is minimal compared to other alternatives. Another alternative would include constructing a full second story to the existing residence footprint which would require extensive renovations to the existing residence and increase the mass of the residence in the quiet neighborhood. The location of the proposed residence addition will make the existing detached garage to be located in the side yard. Without relocating the garage or demolishing the garage there is no other alternative. 3.The amount of relief requested is not substantial because: The proposed creation of the garage in the side yard of the residence is not substanital because the garage already exists. The homeowner is looking to construct a modest addition to the residence and the only conforming location for an addition to the residence without additional permits or variances is in the proposed location. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The proposed addition and subsequet creation of the existing detached garage in the side yard of the residence will not have an adverse impact on the neighborhood. The proposed residence addition is small in size and will not necessitate a septic upgrade or additional intinisifcation to the existing residential use on the property. The location of the addition to the residence is on the landward side of the house, away from the wetlands. 5.Has the alleged difficulty been self-created? { } Yes,or k}No Why: The owner believes that the requested minor variance is not a self created hardship, as the lot is a small narrow property and the presence of the existing detached garage on the narrow lot limits the location for any development to the residence. Are there any Covenants or Restrictions concerning this land? { }No {X} Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. Signatur f Ilicant or Authorized Agent (Agent must sub t written Authorization from Owner) Swrt o bef re me thip I d y � f ao °C RECEIVED 0 - s,.�`",,,,,...,►,,,,, MAR 2 7 otar,ybt' ��/.' �.� 2�24 STAOPNB ° -c, No q�W YORK�'��'�= ZONING BOARD OF APPEALS Qua, UB c 0 , KI ltfied i C!C NG n , N Ot S oou/7ry , % QE6394352 ;�\ ,,��,sP�N`:' iRSSo,`o°�, RECEIVED QQ -- ! o"�.Y APPLICANT'S PROJECT DESCRIPTION MAR 2 7 2074 APPLICANT: Evan Giniger DATE PREPAW,NG BMRM q§,p ALS 1.For Demolition of Existing Building Areas Please describe areas being removed: The proposed areas of demolition will include 56 sq.ft.of existing front porch and common walls for the proposed addition to the residence. II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: —17' x 23' Dimensions of new second floor: —11 x 17'finished space total at 17'x 23' Dimensions of floor above second level: No 3rd floor Height(from finished ground to top of ridge): 26'4" Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor: N/A 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: 2 story-3 bedroom, 1 loft,3 bath SFD w/detached garage,deck and front porch Number of Floors and Changes WITH Alterations: 2 story-3 bedroom, 1 loft, 1 den,4 bath SFD w/detached garage,deck and front porch IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: existing 1927.6 sq.ft., proposed 2278.8 sq.ft. Proposed increase of building coverage: -56 removal+407.2 addition=net addition at 351.2 sq.ft. Square footage of your lot: 24,585(22,496 sq.ft. less wetland area) Percentage of coverage of your lot by building area: existing 8.56%, proposed 10.13% V.Purpose of New Construction: The purpose of the new addition is to construct a proposed addition and renovations to the existing_ residence. The proposed addition will allow for the creation of a den in the residence along with a larger second floor master bathroom. VI.Please describe the land contours(flat,slope %,heavily wooded,marsh area,etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): The propdy is relatively flat at the street moving towards the residence. The land surrounding the residence is flat and starts to slope at the rear of the residence. The land behind the residence slopes down to the shoreline to the water. 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. 4/2012 - QUESTIONNAIRE RECEIVED FOR FILING WITH YOUR ZBA APPLICATION �� A. Is the subject premises listed on the real estate market for sale? "ti' z l 20?4 Yes X No ZONING B®AR®OP APPEALS B. Are there any proposals to change or alter land contours? X No Yes please explain on attached sheet. Small area along the shoreline C. 1.) Are there areas that contain sand or wetland grasses? toss sq.ft. 2.)Are those areas shown on the survey submitted with this application? Yes 3.)Is the property bulk headed between the wetlands area and the upland building area? No 4.)If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction? No Please confirm status of your inquiry or application with the Trustees: proposed work outside of jurisdiction and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? No E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting? No Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? No If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? No If yes, please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel Single Family Residence and the proposed use Single Family Residence (ex: existing single family, proposed: same with garage,pool or other) ®r Autho ed signature dnd Dhte Fait' Town of Southold Annex 8/22/2012 P.O.Box 1179 RECEIVED 54375 Main Road �(p * , .Southold,New York 11971 MA*% 1 j M24 _......... _..... ._..._....._....,__ ._._�.._ — wIll@N6BOAR6"OF APPEALS CERTIFICATE OF OCCUPANCY No: 35901 Date: 8/21/2012 THIS CERTIFIES that the building RESIDENTIAL NEW CONSTRUCTION Location of Property: 315 Fleetwood Road,Cutchogue,NY, SCTM#: 473889 Sec/Block/Lot: 137.4-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this otliced dated pursuant to which Building Permit No. 36778 dated 10/27/2011 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: Living Room,Dining Room,Kitchen, 3 Bedrooms, 3 Baths, Utility Room,Laundry,Ends Hall, Fireplace,Rear Deck, Loft, Outdoor Shower,Porch,2-2nd Story Decks,as ap lip ed for. The certificate is issued to Giniger,Evan — .. _ _... (OWNER) - of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL J R10-11-0041 8/11/12 ELECTRICAL CERTIFICATE NO. 36778 6/27/12 PLUMBERS CERTIFICATION DATED 7/23/12 J s Plumbing&Heating Aut ' ed Si ature TOWN,OF SOUTHOLD RECEIVED BUILDING DEPARTMENT TOWN CLERKS OFFICE MAR 2 7 SOUTHOLD, NY 2024 Will 13UILDING PERMIT Zol"NG 80AR0 OFAPpEALS (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET.OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36778 Date: 10/27/2011 Permission is hereby granted to: Giniger, Evan &Walsh, Gerry _ 305 E 91 st St New York, NY 10128 _ To: Demolition &Construction of a New Single Family Dwelling; Living Room, Dining Room, Kitchen, 3 Bedrooms, 3 Baths, Utility Room, Laundry, Entry Hall, Fireplace,Rear Deck, Loft, Outdoor Shower, Porch, 2.2nd Story Decks, as applied for. .At premises located at: 315 Fleetwood Road,Cutchogue, NY SCTM#473889 Sec/Block/Lot# 137.4-14,1 Pursuant to application dated 10/17/2011 and approved by the Building Inspector. 'To expire on _ 4/27/2013. Fees: 'CO-NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,830.30 Total: $1,880.30 Buil ing Inspector Town of Southold Annex 8/22/2012 P.O.Box 1179 84375 Main Road RECEIVED Southold,New York 11971 �(D MAR 2 7 2024 CERTIFICATE OF OCCUPANCY ZONING BOARD OF APPEALS No• 35902 Date: 8/22/2012 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 315 Fleetwood Road,Cutchogue,NY, gCtM#: 473889 See/Block/Lot: 137.4-14.1 'Subdivision: Filed Map'No. Lot No. conforms substantially to the Application for Building Permit heretofore tiled in this officed dated 10/28/2011 pursuant to which Building Permit No. 36784 dated 10/28/2011 ! 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: accessory one car garage-as applied for. The certificate is issued to Giniger,Evan (OWNER) :of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36784 6/27/12 PLUMBERS CERTIFICATION DATED - __ -2 A#6iizejAignatde TOWN OF SOUTHOLD yisrat,r''a� RECEIVED a a BUILDING DEPARTMENT TOWN CLERK'S OFFICE MAR 2 4�� SOUTHOLD, NY 1024 ZONING BOARD OF APPEALS WILDING PERMIT ;(THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APEROVED PLANS AND SPECIFICATIONS U14TIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36784 Date: 10/28/2011 Permission is hereby granted to: Giniger, Evan &Walsh, Gerry 305 E gist St _ New York, NY 10128 To: Demolition &Construction of an Accessory Building; Detached Garage, as applied for. At premises located at: 315 Fleetwood Road, Cutchogue, NY SCTM#473889 Sec/Block/Lot#137:4-14.1 'Pursuant to application dated 10/28/2011_ and approved by the Building Inspector. To expire on 4128/2013. _ Fees: -CO-ACCESSORY BUILDING .$50.00 ALTERATION OF ACCESSORY BUILDINGS $574.50 Total: $624.50 t Building Inspector -mot 1' RECEIVED FORM AI,O.4 TOWN OF SOUTHOLD MAR 21 21124 BUILDING DEPARTMENT Office of the Building Inspector Town Hall ZONING BOARD OF APPEALS Southold,N.Y. Certificate Of Occupancy No. Z11970. . . . . . . .. Date . . . . . .October 6 . . . . . . . . . . . . . 1983, THIS CERTIFIES that the building ADDITION. . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . Location of Property 3 Fleetwood Rd. , . . . . Cutcho, . . . House No. Sheet Hamlet County Tax Map No, 1000 Section . . . 3 . . . , ,Block . . .04 . .. . . . . ..Lot . . .o�:�l:' . . . . . .. Subdivision Fleetwood ,Cove. . . . . . . . . . . . .Filed Map No. 1?C� . .Lot No. . . ,5���2 of, 6 conforms substantially to the Application for Building Permit heretofore filed in this office dated apAq ,22, , ,, , , , , , 19 .83pursuant to which Building Permit No. 1241+77. . . . . . . . . . . . . dated .. . . . . . . . . . . . . . . . . . . 19 ,8�,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 .... . . . . . . . . F`o ; a ,��ek,��c�ia on ,to, a ,ex3;st3n� ,oneamily.dwel7 ink . . . . . . . , . . . The certificate is issued to . . . F1���G .1;`��CQ . . . . . . . . . (owner,lessee or tenant, of the aforesaid building. .Suffolk County Department of Health Approvsil . . . . . N .I. . . . . . . . . . . . . . . .. . . . . . . . . . . .. . UNDERWRITERS.CERTIFICATE NO. . . . . . . . . . . . .. �A. . . . . . .. . , , . . . . . . . . Building Inspector ,Structure may be subject to frost action due to improper Rev.vial depth of footings FORK X0. a TOWN OF SOUTHOLD RECEIVED BUILDING DEPARTMENT TOWN HALL MAR 21 2024 SOUTHOLD, N. Y. ZONING BOARD OF APPEALS BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL. COMPLETION OF THE WORK AUTHORIZED) N° 12447 Z Date ........: �!Z.. ...... .................. i9.P...� Permission is hereby granted tom; - �--; .....rl�r7z:gr-a?W�. .1.�r,4rC.......�=A p��.l�r.0J5��:7/`�� ...:17� '..s.C-l�zld.....1.X- &zz?- la../�'Y . V.- //676 0 to ..........Co.e.....'azu'llra....... �PrL.1......P d..... 9 . .. .. .....,�G1. i �°.,rl:.�S.J.. ................................I..................... , ......,....... ........................................... at premises located at ........':�.1::�........ ......� ................................./y /_ �//J .....................................................................................0..................... .0. <. t4.�i.,'N/I. ..�.a...IIIM.'• Rzv-.IV-o-S C &..........�1..�4: Z07........ . /,/q/' .......... County Tax Map No. 1000 Section ..... ........ Block ............. Lot No. ?.L. .:.1... pursuant to application dated ..... �.....c2a..................... 194? and approved by the Building Inspector. Fee $..f r:...•.......• i . .. .............................. Building Inspector Rev. 6/30/80 ► ,i, L ... FORM NO. 4 TOWN OF ,SOUTHOLD BUILDING DEPARTMENT RECEIVED Town Clerk's Office021� 9outh0181 N. Y. MAR 2 7 2024 ZONING BOARD OF APPEALS Certificate Of Occupancy No. . . . . . Date . . . . . . . . . . . . ., I9. .7. THIS CERTIFIES that the,building located at . . .13-9.atty"d.800. . . . . . . . Street CM Map No. ?XROW Q4. Block No. . . . . . . . . . .Lot No. .5.&. conforms substantially to the - datedbefore �� 9 Z 6�a! dated . . . . . . . . . ,Ap#,•. .23. , . .; 195'7'. . pursuant to which u�g33 dated . . . . . . . . . . . Jv4@. .:1 1 .., 1975 ., was issued, and conforms to all of the require• ments of the applicable provisions of the law. The occupancy,for which this certificate is issued is . .Privatq oY►e ,fiwly,drtell�.ug with , ,2car �ecesox ►,g ;r „ , The certificate is issued to 140.34 NOM46. . . . . . . OVM*V. . . . . . . . . . . . . .. . . . . . . . . (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval .pram .exieting . . . . . . . . . . . . . . . . . . . � UNDERWRITERS CERTIFICATE No. .prjDm .e#A%tU9. . . . . . . . . . . . . . . . . . . . . . . . . . HOUSE NUMBER , 3� . . . . . . . . . Street . . ?140W..094. eta*d. . .. . . ... . . . . ... . . . . . • • . Building Inspector RECEIVER AI,X-%-A'CULTURAL DATA STATEMENT �� ZONING BOARD OF APPEALS MAR Z 7 202� TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicanfflIP"PiMAOPEAL, permit, site plan approval,use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: Evan Giniger 2. Address of Applicant: 230 W. 78th Street,Apt. 9B, New York, NY 10024 3. Name of Land Owner(if other than Applicant): Same as the applicant 4. Address of Land Owner: 5. Description of Proposed Project: Proposed residence addition to the existing SFR. 6. Location of Property: (road and Tax map number) 315 Fleetwood Road, Cutchogue (SCTM No. 1000-137-4-14.1) 7. Is the parcel within 500 feet of a farm operation? { } Yes {x} No 8. Is this parcel actively farmed? { } 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. N/A 2. 3. 4. 5. 6. (Please use b k of this page if there are additional property owners) 3 i a r i aoa Signa of A licant 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. RECEIVED Board of Zoning Appeals Application ?ja�a MAR 2 7 2024 AUTHORIZATION ZONING BOARD OF APPEALS (Where the Applicant is not the Owner) I, Evan Giniger residing at 230 W. 78th Street,Apt. 9B, New York, NY 10024 (Print property owner's name) (Mailing Address) do hereby authorize Lisa Poyer,Twin Forks Permits (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (O er's Signature) (Print Owner's Name) RECEIVED MAR z 1 202 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM ZONING 130ARD OF APPEALS 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 : Evan Giniger (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 Variance X Trustee Permit 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 If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater 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 of MA&r.4 ,20 R Signature Print Name +��� Gt�►�6 RECEIVED MAR 2 7 2024 AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM ZONING BOARD OF APPEALS The Town of Southold's Code of Ethics prohibits conflicts of interest on the hart of town officers and emplovees.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: Lisa Poyer,Twin Forks Permits, Principal Planner (Last name,fast 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 Variance X Trustee Permit 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 Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater 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 th' d of!'t"44,20 Signature n Print Name Lii�C� 1` !— Town of Southold -- ,LWRP CONSISTENCit ASSESSMENT FORM MAR �, ��-(P 2024 A. INSTRUCTIONS ZONING®®� 1. All applicants for permits* including Town of Southold agencies, shall complete this C;� �s proposed actions that are subject to the Town of Southold Waterfront Consistency'Review Law. This assessment is intended to supplement other information used by a Town.of Southold agency in making a determination of consistency. *Except minor exempt actions lnclodhn 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. 4 p ase action sill. ;1ae orialuazed. as to ts.�s> cant beneficiai,aft. a4 eseats coon h eaastd area ,vGl�cli k6juc1es all of,ScttathtiId T'avg). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the.consistency review law. Thus; each angwer ghtA;be�expiain d in:.detA lis oth sftorting And-n6n, sun _.facts.I If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertirk . A copy of the,LWRP is available in the following places: online at the Town of Southold's 'website(southoldtown.norti fork.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# 1000-137-4-14.1 PROJECT NAME, Giniger,Residence Addition The Application has been submitted to(check appropriate response): Tru �---� Zoning Board of Town Board ❑ Planning Board❑ Building Dept. ❑ Board of stees x Appeals x I Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: X Nature and extent of action: The proposed application has been prepared for a Zoning Board of Appeals variance request for a detached garage in the side yard of a primary residence as created by an addition to the residence. • 315 Fleetwood Road,Cutchogue Location of action; RECEIVED Site . Site 4iCPag(:; 0.564 Acres 20? Present land use: Single Family Residence � ZONING BOARD OF APPEALS Present zoning classification: R-40 2., If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of aplilic.;ar:it: Evan Giniger (b) Mailing address: 230 W. 78th Street,Apt, 9B, New'York, NY 10024 (c) Telephone number: Area Code( ) 917-913-3539 (d) Application number,if any:—:N/A N/A Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes n No.D If yes,which state or federal agency`?- C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAS P OLICY Policy 1. Foster a pattorn 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 In—Policies; Page 2 for evaluation criteria. n Yes ,[:] No ,0 Not Applicable The proposed action is a single family residence addition which will be located landward of the existing residence and greater than 100'from the wetland limit. "Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVW Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes 1:1 No L_I Not Applicable RECEIVED �p Single Family Residence Addition M R 7�q" OF APPEALS -----_.. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes F, No M Not Applicable Single Family Residence Addition Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. 'See LWRP 'Section III—Policies--Pages 8 through 16 for evaluation criteria ❑ Yes ® .No x-- Not Applicable The proposed project includes a small single family residence addition within a FEMA"X"and AE(El.,6') flood zone. All proposed activities will occur landward of the existing residence and beyond 100'from the wetland limit. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —.Policies Pages 16 through 21 for evaluation criteria "I Yes ❑ No ❑Not Applicable The proposed improvements to the residence will Include gutters and leaders to drywells. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 'through 32 for evaluation criteria. ® 1:1 B l Yes No Not App&4.,� The proposed addition will be located outside of the Trustee Jurisdiction and landward of the existing residence. GEIVED TA Attach additional sheets if necessary ZONING BOARD OF APPEALS Policy 7. Protect and improve air quality in the Town of Southold. See LWILP Section III — Policies Pages 32, through 34 for evaluation criteria. Yes ❑ No Not Applicable Single Family Residence Addition Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from ,solid waste and hazardous substances and wastes. See LWRP Section III—Poiicies; Pages 34 through 38 for evaluatioµ criteria. Yes F] No M Not Applicable Single Family Residence Addition PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ElYeo No m Not Applicable Private Single Family Residence Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III•—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable Single Family Residence Addition . �� 41 BOARD Attach additional sheets if necessary M=APAls Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See1WRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes ❑ No [X] Not Applicable Single Family Residence Addition Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No❑X Not Applicable Single Family Residence Addition Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP .Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No X❑ Not Applicable Single Family Residence Addition PREPARED BY Usa'Poyer,Twin Forks Permits ALE Principal Planner DATE 3/19/2024 617.20 RECEIVED Appendix B I c Short Environmental Assessment Form MAR 2 7 2024 Instructions for Completing ZONING BOARD OF APPEALS Part i-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application i'or approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item Part 1 -Project and Sponsor Information Name of Action or Project: Evan Giniger Project Location(describe,and attach a location map): 315 Fleetwood Road, Cutchogue, NY (SCTM No. 1000-137-4-14.1) Brief Description of Proposed Action: The proposed project will consist of an addition of the existing residence. The proposed activities Will occur landward of the primary residence and greater than 100'from the wetland limit. Agent: Lisa Poyer, Twin Forks Permits 288 E. Montauk Highway Hampton Bays,`NY 11946 631-644-5998 lisa@twinforkspermits.com Name of Applicant or Sponsor: Telephone: 917-913-3539 Evan Giniger E'Maii: EGiniger@driglobal.com Address: 230 W 78th Street,Apt. 913 City/PO: State: Zip Code: New York NY 10024 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 Town ZBA, Town building permit 3.a.Total acreage of the site of the proposed action? D.5 4 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? 0.564 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban X Rural(non-agriculture) ❑Industrial ❑ Commercial ❑Residential(suburban) ❑Forest ❑ Agriculture ❑Aquatic ❑ Other(specify): ❑Parkland r Page 1 of 4 5. Is the proposed action, i veD-- NO YES N/A a.A permitted use under the zoning regulations? � X b. Consistent with the adopted MAR 2 7 comprehensive plan? 2024 X 6. Is the proposed action consistent with the predominant c1 JWQf the existing built or natural NO YES �RD landscape? OF APPEALS 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: Name:Cutchogue'Harbor, Reason:Significant coastal fish&wildlife habitat,Ageny: X Southold, Town of Date 3-24-88 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: Individual septic system located on-site. 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: ® Shoreline '❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑ Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X Northern Lon -eared Bat Least Tern Pi in_q Plover 16.Is the project site located in the 100,year flood plain? NO YES Proposed activities located within the"X" and AE(El.6')flood zone. X 17.Will the proposed action create storm water discharge,either from point or hoit-point,sources? NO YES If Yes, X a.Will storm water discharges flow to adjacent properties? ®NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ; ,4 If Yes,briefly describe: ❑NO ®YES Gutters and leaders to on-site drvwelis Page 2 of 4 18.Does the proposed action include construction or other activities that resu t i ie impounament of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)?MAR If Yes,explain purpose and size: 2 7 2026 X ZONING R Ann 19.Has the site of the proposed action or an adjoining property been the location o e or closed NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor e: Lisa Poyer,Twin Forks Permits -Agent 'Date: 3/19/2024 Signature: 42L_ Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part!. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate „ small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the,environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. 'Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 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 1 small to large h. MA R 2 im act impact 2 2 r, P P >; may may occur occur 10. Will the proposed action result in an . `o:. o increase in the poten al rPe��,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is'a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. o 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. o 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. 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'Part 1 /Question 7 [Critical Environmental Yes Area] Part 1 /Question 7[Critical Environmental Name:Cutchogue Harbor, Reason:Significant coastal fish&wildlife habitat, Area- Identify] Apency:Southold, Town of, Date:3-24-88 Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] Yes Part 1 /Question 13a [Wetlands or Other Yes- Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15[Threatened or Yes Endangered Animal] Part 1 /Question 15 [Threatened or Northern Long-eared Bat, Least Tern, Piping Plover Endangered Animal-Name] Part 1 /Question 16[100 Year Flood Plain] Yes Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report 1 Evan Giniger QA 5 Fleetwood Road, Cutchogue, NY (SCTM No. 1000-137-4-14.1) w Photographs Taken on March 20, 2024 n o ua `i > O rr U C%j Z Z ; POIR 17 - P n r`f 1 n+x t e i i r } r Lu Photograph 1) View looking north from Fleetwood Road at the existing Photograph 2) View looking north at the existing residence and detached residence and detached garage. The proposed house addition will be garage on the left side of the photograph. The proposed house addition located on the southeast corner of the residence and create a non- will be located on the southeast corner of the residence and create a non- conforming detached garage in a side yard of a residence. conforming detached garage in a side yard of a residence. Evan Giniger CO 315 Fleetwood Road, Cutchogue, NY (SCTM No. 1000-137-4-14.1) Q Photographs Taken on March 20, 2024 W v N Q7 ry, ' `} a vvv C ? JV13 \ �y WW a Photograph 3) View looking west from the approximate location of the Photograph 4) View looking east from the approximate location of the proposed residence addition at the detached garage which will be located proposed residence addition towards the neighboring residence which in the side yard of the residence due to the addition. contains a large expanse of residence along the side lot line. Evan Giniger 315 Fleetwood Road, Cutchogue, NY (SCTM No. 1000-137-4-14.1) Photographs Taken on March 20, 2024 CL � o � a r. AL , �, CC rc _ I l 3*, � , fit J2 Y a rStlf s " wr y F r atM i yy ,7 i, .At ;s{` dry;--,.ra7�.>r :� ',,, �.•-. �,a,. 4 ry ,y f iq Photograph 5) View looking north along the eastern side lot line where the Photograph 6)View looking west from the the eastern side lot line towards proposed addition will be located. the existing detached garage. Evan Giniger 315 Fleetwood Road, Cutchogue, NY (SCTM No. 1000-137-4-14.1) Photographs Taken on March 20, 2024 Qtz- L St .i�- swl•. .. .. "'.: •N+�i':'syr. ,e._.. � - .Y Yws ��n�}Ati .�+�� ,�. �t�pq.,k.`"�,��q`r�l ',i.x�iv:��i�� ^�`., ' �:. .d{ y?:. a.• n .. +. -:.;. ..r ..� ,e-� - ' +r�.�-,,Ndr a�•� 1 ' 7� 'a�. .���� t'�( i�a��., `y - ,�,� ,�•• -1_ �-- �- r� rJ" �'th,�f..�, y n,,,- ..��r:�yi° i bw'. +1;.. - N x,r,d . fir.. s .� owr` ` ; t '":� �.:F,ax�r +_= �"�?'', ' {�r.a.�; �'#e(�;rYn�3:�g�ct �'41'�i tier•.. ,, - :�Z,,, �. '�-_ !. �' � i'Y.: �`R+1 �y } jj� — � 'y � y6�a"�t.�,t' v, kl-� .,r. �}' ,' .. •.,. -tf s-. Photograph 7) View looking south along the western side lot line where Photograph 8) View looking north along the western side lot line where the the existing detached garage will now be non-conforming and located in a existing detached garage will now be non-conforming and located in a side yard of the primary residence. side yard of the primary residence. owe s SOMHOLD P PER. l _ STREET VILLAGE DISTRICT SUB: LOT 'lt7"f ?"•.� /,/7`!� !/ / stir ., - / / 1 ..w'. ., `dt+`'.-,✓ \,1 C 'K= a`l a �'n.., - 1 t FORIv1�t2:.OW NNER , f E ACREAGE ~ .. TYPE OF BUILDING s W R RES. � � SEAS. VL. FARM COMM.( , iND. I CB. I MISC. Est. Mkt. Value AND IMP. TOTAL DATE RE1v1ARKS a_:` '> :.3 ,f,�?. �:tl � ' � .�'�Fa 7.6 0",z D 0,.1�1 i'`/l,!-.,a Lo E y+s�� *m.-'�LJ ,�.��, '_j'°-��`"s T = :Y.�°,.�+ � _ a v�'•'`�`�• '`�'(/^!/�. �� /t"4� °'`�S"`'/ l�s 73� i�'. �` � _ f�` � ��' � _ . 0 o - 3 } 9,:;;4�5 3--'.:a:� F-La3 G^i-tc a�- .•-�-:" `_ --L#£`'e� t{Y :�"'�-'t r Y .^-.'__.-" rtfl e� �Q BILI- UILDING C NGDITIO -� ip :' f _ �' ^ t r a G(ri.; eC ifomr. NGW NORMAL I BELOW BOVE FRONTAGE.ON WATER 'Farm Acre Value Per Acre Value FRONTAGE ON-ROAD 7 3, 3 y _ /y♦� _ ' BULKHEAD TiIIbble 2 J �� + DOCK Tit-fakile 3 N -M-di"OI;KI W C)1 n 31 ��L.'� s _0 r l r f a r /C. - Swampfand w O 2E # ; f P 6 ;o.o -Total - •�:� �, __ -. CO �►- CL cb— _€ _ r fit" -Y.'� .':.• - �.\- - - - " UPk VT ., -r,Y - yrt• .=nxi;r`'^`rat.a'"i.' __�,�y �. '§'�' iRe- _ ..- - -I+�—� i �1. - _ - -.�:.: _ _ <Y'•+:r- •�� � 3 -, - + Fes_ I _ �.. 1 - Y- . }__"..!." _� _ G. _ ��- - a; - - :."ar' ,'%,`Liar_ �.1` '«�,9w. i i ! i :{<. _ `�:: - "ts:;��-'.}1Y. ':�-�•1..: - - i — .. .., r^- .t <_L„k:.v�s.`r`cm:•�•�aM-�:.. w .. .�•ar mw `fir _ .- "i_- - i - It OR 'F VF _ I - _ k j C.'riM1'- rv"r..r 1 1 __ 4_ J 1< z,' 1 - h Foundation - - - f i - c- as mer Floors # F - - -n l�- B e .Ext son � ry tf Ee'• l - J }} j _ t - - - - ision FJct. ails ! erior Finish W +_. - - - -r t.'�.� r ___—..-_�.�_�._`J__ -_.—}..._.� -� _— F�>•f�}�. _ ill ki -1 �_ f I, is ���-k--^-;'-•�'.:�=1+"� _ _ _, _ �io� _ Fire Place Heat' f tens n. 1. f Parch of - - - - ,- 7 j ? t3 + I Porch Rooms ::1 sti' Ioor : ! -i Breezewa Patio, Rooms 2nd°Floor= 1 Garage 377 ^� a c Driveway 'Dormer 1 = I 1 - / -" - - - 4 :r ■�EMECR MO■■i■■■■■■■■■■■■■■■■ a Foundation Interior Finish Ext.Walls MINE ,. ,. . qb = � Ia o . ling at dk LEADENPage 1®f 1 BUILDER / CONTRACTOR. r f: Evan and Marissa Ginger 315 Fleetwood Rd. n Ci tchogue;NY 11935' t: t Description of work: Demolish existing garage and foundation f' New relocated foundation Framing. } Electrical Siding t f: New roof Aluminum/vinyl soffit and fascia Cleanup all job related debris • e; Total cost: �$130,®00.00 i Submitted by. CUSTOM HOlV1ES*':RFNNOVAT'IQNS ADI)I.TIQIVS• KITCHElvS®"BATHS''�`FINE CARPENTRY F' p0:.'BOX.103b,CU'1CIIOGUE;'NE'. YORK 11935(631:)134=2384 t C:2FORMRKS IN 288 E. Montauk Highway ays, NY 11946 ITS Hampton 631-644-5998 info@twinforkspermits.com March 27,2024 -Via Hand Delivery- % ` Leslie Kanes Weisman,Chairperson RECEIVED Southold Town Zoning Board of Appeals 54375 Main Road PO Box 1179 MAR 2 7 2024 Southold,NY 11971 RE: Zoning Board of Appeals Application ZONING BOARD OF APPEALS Owner:Evan Giniger Situate: 315 Fleetwood Road,Cutchogue SCTM No. 1000-137-4-14.1 Dear Chairperson Weisman: Please find the enclosed Zoning Board of Appeals Application for a proposed single family residence partial addition located at 315 Fleetwood Road, Cutchogue(SCTM No. 1000-137-4-14.1). The property is located along the north side of Fleetwood Road and fronts along Fleet's Cove. The proposed variance is for a small 342 sq.ft. addition to the existing residence which due to its location will make the existing detached garage an accessory structure located in a side yard of a principal structure. The overall proposed project will consist of demolishing the existing front porch and constructing a new proposed addition on the southeast corner of the residence with new front porch. The addition and front porch construction meet all required zoning setbacks and no relief is sought for the construction of the addition.The existing garage in the current location is conforming since it is located on a waterfront property with the garage located in the front yard. The requested relief is the proposed creation of an accessory structure in the side yard of the principal structure due to the residence addition. No proposed construction will be conducted to the existing detached garage. In support of this application,please find the following: 1. Application fee in the amount of$750.00,check issued by Evan Giniger,no. 1505 dated 03/21/2024; Nine copies of the following: 2. Notice of Disapproval dated March 8,2023; 3. Application to the Southold Town Board of Appeals Area Variance,Applicant's Project Description,Questionnaire, Agricultural Data Statement,Authorization andTransactional Disclosure Form from the owner and the agent; 4. Property Certificate of Occupancy records; 5. Property Record Card; 6. LWRP Form; 7. Short Environmental Assessment Form; 8. Photographs of the property; 9. Property survey as prepared by Nathan Taft Corwin III Land Surveyor dated February 12,2009 last revised on August 6,2012;and 10.Site plan,floor plans acid elevations as prepared by Mark Schwartz&Associates dated 01/26/2024. Please review the enclosed materials for the proposed area variance request to maintain the existing detached garage: in the current location within the side yard of the proposed residence addition. If you have additional questions regarding the overall project,do not hesitate to contact this office. Thank you. Sincerely, Lisa Poyer Principal Planner i f i ZBA CHECK FEES - 2024 Funding Account - B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO Perl, Richard (add'I fee lot 3/27/2024 coverage) 7901 $500.00 340 4/1/2024 3/28/2024 Giniger, Evan 79 $750.00 1505 4/1/2024 3/28/2024 Geiger, Emily& Malloy,Sylvia 7925SE $1,000.00 2464 4/1/2024 $2,250.00 RECEIVED APR m 2 2024 Southold Town Clerk Town crF Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/02/24 Receipt#: 325024 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7901 $500.00 1 ZBA Application Fees 7925SE $1,000.00 1 ZBA Application Fees 7926 $750.00 Total Paid: $2,250.00 Notes: Payment Type Amount Paid By CK#2464 $1,000.00 Geiger, Emily CK#1505 $750.00 Giniger, Evan CK#340 $500.00 Per], Richard Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Giniger, Evan 230 W 78 Street Apt 9 B New York, NY 10024 Clerk ID: JENNIFER Internal ID:7926 �) EVAN S.GINIGER �!!' ?�) 230 WEST 78 ST.APT.9B ?)) NEW YORK,NY 10024 V OZ DATE $ 75DPAY TO THE O� J to 1k� ORDER ❑F �'I / C"l 7e DOLLARS CHASE O JPMorgan Chase Bank,N.A. www.Chase.com M EM❑ I� TL�1 hro aSJ (aA� C)TCU�oG6� _ _ ____- RECEIVED APR - 2 2024 Southold Town Clerk 1,00 LEGAL NOTICE - �b S' HOLD TOWN ZONING BOARD OF APPEALS iURSDAY,AUGUST 1,2024 at 10:00 AM j�j I v 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,AUGUST 1.2024: 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 W_� http://southoldtownny.gov/calendar.aspx. 10:00 A.M.-EMILY GEIGER#7925SE-Applicants request 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:2345 Ackerly Pond Lane,Southold,NY.SCTM#1000-69-5-2. 10:10 A.M.-CARMEN BROOKS#7930-Request for Variances from Article XI,Section 280-49 and the Building Inspector's April 4,2024,Notice of Disapproval based on an application for a permit to construct rear deck and front porch additions to a single family dwelling;at;1)less than the code required minimum side yard setback of 25 feet;2)less than the code required minimum combined side yard setback of 50 feet;located at: 1232 The Gloaming,Inner Bay Shore Road,(Adj.to Great Harbor)Fishers Island,NY. SCTM No.1000-10-9-16. 10:20 A.M.-EVAN GINIGER#.7 Request for a Variance from Article III,Section 280-15 and the Building Inspector's March 8,2024,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at;1)resulting in an existing accessory structure located in other than the code permitted rear yard;located at:315 Fleetwood Road(Adj.to East Creek),Cutchogue, NY. SCTM No.1000-137-4-14.1. 10:30 A.M.-RICK NAPPI#7928-Request for Variances from Article XXIII,Section 280-124 and the Building Inspector's January 29,2024,Notice of Disapproval based on an application for a permit to obtain a Certificate of Occupancy for the demolition(per town code definition)and the construction of a new 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 side yard setback of 10 feet;located at:5218 Peconic Bay Boulevard,(Adj.to Great Peconic Bay)Laurel,NY. SCTM No.1000-128-2-22. 10:40 A.M.-DANTE APUZZO#7929-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's February 16,2024, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at;1)more than the code permitted maximum lot coverage of 20%;located at:515 Third Street,New Suffolk,NY. SCTM No.1000-117-9-17. 10:50 A.M.—A.PAUL SECK#7931 -Request for a Variance from Article 111,Section 280-15 and the Building Inspector's April 12,2024,Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool;at;1)located in other than the code permitted rear yard;located at:2445 Laurel Lake Drive,Private Road#18,Mattituck,NY. SCTM No.1000-121-4-7.1. 11:00 A.M.-PAUL BETANCOURT#7932-Request for Variances from Article III,Section 280-15;Article XXIII,Section 280-124;and the Building Inspector's April 19,2024,Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool;at;1) located in other than the code permitted rear yard;2)more than the code permitted maximum lot coverage of 20%;located at:1050 Champlin Place,(Adj.to Sterling Creek Basin)Greenport,NY. SCTM No.1000-34-5-2.1. 1:00 P.M.-NORTH ROAD HOTEL.LLC.HOTEL MORAINE#7927SE-Request for a Special Exception pursuant to Article VII,Section 280-35B(4) and the Building Inspector's January 24,2024 Notice of Disapproval based on an application for a permit to construct a new motel building(10 units)and to build an addition to an existing motel building(4 units)upon a parcel that measures 3.251 acres in total area,at;located at 62005 County Road 48,(Adj.to Long Island Sound)Greenport,NY. SCTM 1000-40-1-1. 1.00 P.M.-NORTH ROAD HOTEL LLC/MOTEL MORAINE#7953-Request for a Variance from Article VII,Section 280-35B(4)(a)and the Building Inspector's January 24,2024,Notice of Disapproval based on an application for a permit to construct anew motel building(10 units)and to build an addition to an existing motel building(4 additional units)at;1)parcel is less than the code required minimum size of five(5)acres;at:62005 County Road 48,(Adj.to the Long Island Sound)Greenport,NY. SCTM No.1000-40-1-1. 1.10 P.M.-HENRY BOSTIC AND AMBRIEL BOSTIC#7934-Request for a Variance from Article XXIII,Section 280-1051)(4);and the Building Inspector's April 26,2024,Notice of Disapproval based on an application for a permit to construct a deer fence along the front yard of a residential property;at;1)located in the front yard is not permitted;located at:5305 Narrow River Road,Orient,NY. SCTM No.1000-27-2-2.3. 1:20 P.M.-SILVER SANDS HOLDINGS I.LLC.#7893SE-(Adj.from May 2,2024)Request for a Special Exception pursuant to Article VII,Section 280-35(B)(6),applicant requests;(1)to convert an existing accessory boathouse to a freestanding restaurant with office and storage space,for restaurant operations;and(2)permission for an accessory seasonal outdoor barbeque/bar area;located at 1135 Silvermere Road,Greenport, NY. SCTM 1000-47-2-15.' 1.20 P.M.-SILVER SANDS HOLDINGS 1 LLC #7894-(Adj.from May 2,2024)Request for a Variance from Article VII,Section 280-36;and the Building Inspector's January 10,2024 Notice of Disapproval based on an application for a permit to construct a free standing restaurant with office and storage space for restaurant operations;1)located less than the code required minimum side yard setback of 15 feet;located at:1135 Shore Drive/1135 Silvermere Road,Greenport,NY. SCTM No.1000-47-2-15. 1.20 P.M.-SILVER SANDS HOLDINGS I LLC #7914SE-Adj.from May 2,2024)Request for special exception pursuant to Article VII,Section 280- 35B(6)and Article VII,Section 280-35C(1);applicant requests;1)to convert an existing single family dwelling(30'4"by 26'4")to a commercial kitchen to be utilized in conjunction with converted restaurant on the same lot(Lot 15),and;2)upon conversion,said commercial kitchen will be accessory to the principle use of the converted restaurant;located at 1135 Silvermere Road,Greenport,NY. SCTM 1000-47-2-15. 1:20 P.M.-SILVER SANDS HOLDINGS I.LLC#7897-(Adj.from May 2,2024)Request for an Interpretation pursuant to Chapter 280-146(D)of the Town Code,and the Building Inspector's November 16,2023 Certificate of Occupancy based on alterations(diner and bar areas for motel guests only)to an existing motel building,to wit:1)whether the newly issued Certificate of Occupancy issued under Section 280-35C inappropriately limits the use of the diner and hotel bar areas to"motel guests only";and 2)whether the use allowed in original Certificate of Occupancy,No. 142,dated May 28,1959 remains as a permitted use;parcel located at:1400 Silvermere Road(Adj.to Pipe's Cove)Greenport,NY.SCTM No. 1000-47-2-11. 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/W ebLin k/Browse.aspx?id=935072&dbid=0&repo=Town0fSouthold If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southoldtownnygov. Dated: July 11,2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 76f95al b f@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk County, 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: 07/25/2024 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 Henke Rea Printed Name Subscribed and sworn to before me, This 06 day of August 2024 Digitally signed DOUGLASWREA by douglas w rea Notary Public-State of New York Date: 2024.08.06 NO.OIRE6398443 13:25:41 +00:00 Qualified in Albany County My Commission Expires Sep 30,2027 BOARD MEMBERS O��OF S0(/j�o _ Southold Town Hall Leslie Kanes Weisman, Chairperson 1p 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. ��. 54375 Main Road(at Youngs Avenue) Nicholas Planamento OR% 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, AUGUST 1, 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, AUGUST 1. 2024: 10:20 A.M. - EVAN GINIGER#7926 - Request for a Variance from Article III, Section 280-15 and the Building Inspector's March 8, 2024, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) resulting in an existing accessory structure located in other than the code permitted rear yard; located at: 316 Fleetwood Road (Adj. to East Creek), Cutchogue, NY. SCTM No. 1000-137-4-14.1. 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/webiink/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809, or by email: kim f@southo/d townn y.gov. Dated: July 26, 2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 Southold,New York 11971-0959 Fax(631) 765-9064 1 ZONING BOARD OF APPEALS DATE: July 8, 2024 RE: INSTRUCTIONS FOR PUBLIC HEARING. Dear Applicant; The Aujiust 1, 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. tBelow, 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 later than July 24, 2024. 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 ad ourned 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 July 24, 2024, 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. 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 Instructions for ZBA Public Hearing Page 2 ��� ask that you send our mailings promptly so that if an piece is undeliverable ou can reach out Y Y g p P Y YP � Y to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by July 15,2024. 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 kimfnsoutholdtownny.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://24.38.28.228:2040/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://southoldtownnygov/DocumentCenter/View/9694/TentativeRoI I2023 IMPORTANT INSTRUCTIONS.,' Scan and email the USPS mailing receipts, green signature cards and affidavits to kimf(a,southo'ldtownny.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 ,I_aserfiche Instructions for Zoning Board of Appeals Records Q Governmcn SctviecA igitin HoW Uo I... s I 4 Al I i.•a. "r«-ar;q.�+"%",f: ,.R{R..Jr�� �+ .'c': ,.tj''.,L"S•' .'k <<=�`- �•` o`er^.. ��'a�.;,r",..',,�'�� .�:� '<���,tr�'�.. dT,r�s".�Y: •. �{fh,�•�.. pr �"•err.; e••,;�� „ai•, :� E-� •.�•)-' ::l.�'<�-:;;n",`��" `� �:.s:"`' .fc?�. Six.-Y: '' -:{;,t;-. .�y>^. __.'n'rn:;, r: �'S. ':? -.r1,�z� -:'i' 4,1', e,i{'sJ'•r�J%�•;'?,.`' e;rg.if(.��.,L- ; -- - _`cr:,,., .! ,H, ,�:�`=' `�i -,i''Y:'r'� ,' :_IownCode- ;On]iue'P�yiiictti` '" TmvnRecorits / `Formi; �i.� �•1.�_�f•'yl�otiCy,Me®' .�'Mrro,_,i;;�;x; 'A6eUd1{Rt`r' _'tii•e`• ., i".r.,.'.-..•, - -a� r; �j..;,sgn up iri rct+e�Tc!'•�'t- ,p" .">�„(6lintites Y� «:7f' "::F•F�F WX3xuir,(w.f.: ':ticF:tq:k?txu,•�efu= ;Faen:z'.�pt'uatiotu,. :P�',;;r;��� x Y,j .,•. "'.' ,`,..:_i, =a 4. 'rFe;'A 3`;?'�:..�,',".- .sirti„s::'.1..::u.s.:�..�.. - ,...,.....�..-,...'.:,,..,:..:{:,..:�:�'� '1;,�,,,;�di�:.s:a�.•e..:. '•nru'S_.dr.ro: `s.:z:;:.:v --:.rr' .aer:..rr.i:.:::..�.-- -- - Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche WebLink - vy wev,�". -so nma :•gn Hcme Browse :earn Townofsouthold TownOfSouthold Name Pageccune Templatanmw Town Clerk Entry Properties Town Hi5tor2n Path - -rurtees WN Zoning Board ofrpceals(Zfin) Creation date ' ::5:2Cte 7: 2:r a:,*, Paget of' ar;f a 2. 29 Erfne5 last modified --" Metadata w�'TeG.�Ia:;3SSfh'tE� 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. t Laserflche Instructions ZBA Files Page 2 Laserflche WehUnk Home Browse Search f[1,vnUrSo-1tr Rid•Zoning Board of appeals(ZBA) Zoning Board of Appeals Name Page count rempkate name (ZBA) \ Mphahencal Inter Entry Prnperpes Board Actions e;laserfiche search Guides Path Meeang Schedules iCArY111Out11J1.1',20:T 1g Bcar of Apt ais(ZBA) „ALnures7AgendaMegal Notices7Hearings Creation date ;,i Pending N•0200:12a. 6 P' :i Repdrrs Last modified ,.%special Event Permits 5J23,12017 1::07:M.AM Training Requirements IBA Officials A Metadata ZBA Polide5 fin"en''Idn`1 afgit!1rd Erceotions Lst Code 290.1pC 1M ' •�Jurisdiction Listing ' -,BA Book of Mapped 1977 Existing Lots 139 oredwe di Resuhs j y,ro7,dnhraP.unuesVrs2� e�Bulk Schedules 5 Agreements.CdnvaRs&Le— Pap I of 7 td Entries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Laserflche WeoLink 13 Home Browse Searrh 'C"nO;Snug•?n _r."u 30:r'a!+0G^_JI;i:EAI Board Actions Name ge count fMnpla[e name Board Actions :957-1979 Z Entry Properties `9e"o-1999 Path :opo T;g•.;,fJ(<pUtn01C2C" 0O:rd n.a:c.•.>;ZF.M•Ataa i A:-<..-. 2cm Creation date ..2002 lICY71"t:.......i:p?i 2003 Last modified 200a 3:2A2�?�'t 130:07 tYt ;-,2005 Metadata 2006 2007 :,�mzcadntaa«�n<7 - 2008 zc09 2010 s Res.ro .eh/p+p-sme»aUre1; --z01, z012 :p1s -;2013 -zols zB16 2017 Pending ..re4wma:e.-rvhecdV P+rtmea�oxe: ee+��,•r� '. _._.__ 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 2017 S 111­aunt"i I aloe, la da creaw&t. rM1 .1 Ps m1z 7 so. ­ ­14­11 !16 I818 Si acartl Mons 0 e—d­ T,7elo d- 7eU 13. a—d arbors 3 wardl— 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 Web Link :aSJ'eI Home Browse Search >0r'?sots 0y; Relevance Rerards.Manage­rt Search 7016 Boa"Acuo,s 32 pdgf,; Field •-h­ Page count:83 Template name:Board Actions Reset Col,,and Knst­Cashel-ROoEIRTY LOC_ATICII`J;162_­r shingle m,11.qsner 19,201 7 q7016.Cashel SCTNI No.1000.9-1-26 mirimuS aPC(o­I to remo 19,2017=7016,Cjsnel SCT&4 No.I DOC-9-25 GPL NT.the vaf-ances as e N CASHEL SECTION 009 BLOC COLIN&<RIST--Thomas Ahlgen(00.11.00 8­3-2 FaIels M­d.NY Show More information... 7018 ACID, o za;--,I Page count:56 Template name:Board ACt'ons 9:30 kM.-COUN CASHEL AND variances under 1,olle 115emon ANN... ,q 4.3 ance(sl<RISTEN CASHIEL9701 6 Recuest procosect mell-ocated,ri other ma... Show more 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 Page 4 Laserfiche WebLmk Home Browse Search . jofsoufonld•Zoning 3oard of Arc-!a15 iLPAI•Mlnutes/Agend",Legal NoncevHeanngs Minutes/Agendas/Legal Name Page count template name Notices/Hearings }1957-1979 , R Entry Propertle5 1480.7999 2000.2009 Path 2010 'ownGfSoutho:dtZortng 30ard G•Appertl5 20'1 {ZLL1llh'antF.'eslyn2nCaNLegat NClfct•s•"rlearirLGs :7 2072 Creation date „.2ot 3 71';.i20v'1;::5,:=0 PS9 '.1 iola Last modified 2015 2016 A Metadara 2017 Nc m=adara a.:ened Page'of 1 11 Ent, Above: Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche WebLlnk In My'NeDLInA lan, Home Browse Search 7OwnOf501jth01d,Zoning 3oard cf Appeals 23A7>Mllnu[G'AgOntlas%Lzgal Nooces'Heanngs 2017 2017 No.. gage c0unr Template name 'ZSA-01;0512017 Entr/Properties ., 23A-01+05/2017 Agenda 1 Path y Z3A 0 V05'2017-+earing -;Wn(.'•$,:1.'i"II�.1�`I�n1t 3C.:f 1 x+Ou2als „isA-01,'05120+7_rl 3 73A-01119n017 < `JOC:•:2YH2af:f9S 23A-01/192017 Agenda - Creation date •i_'�'=�M ZBF-02lO'J2017 ] Last modified ZBA-02/02r2017 Agenda a ir2C-7:i:Sa=9=%l y ZBA-02,'02!2017 Heanng 15 Metadata _„ZB.A-02/022077_N 3 y 73A-0 211 612 01 7 Agenda 3 LBA-02116201%Specal =edure h Results .s Z3A-03fOZ;Z017 :rNheahh/pap-sin_eaf.Uses2J y ZBA-03l0212017 Agenda i Z3.A-03102!2017 Headng 65 ZBA-03iO2!2017_N 3 ZBA.031162017 Agenda 3 Z3A-031161201 specal 3 ZBA-04/062017 5 ZBA.OWD62017 Agenda d ZBA.O-;0612017-1—mg 45 Above: Agendas, Minutes and Transcripts are in chronological order. i4U- TI (Aot' u H 1:A The following application will be heard b� the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBIIVAR - Follow link - httpm.//southoldtownny.gov/calendar.aspx NAME GINIGER, EVAN # 7926 JCTM # : 1 000- 1 37-4- 1 4 . 1 VARIANCE: LOCATION OF AN EXISTING + ACCESSORY- STRUCTURE KEQUESTE ADDITI ONS & ALTERATI ONS To A SINGLE-FAMILY DWELLING DAT E THURS. , AUGUST 1 , 2024 1 0:20 AM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 VA From: Evan Giniger EGiniger@driglobal.com Subject: FW:Proposed Extension Date: July 9,2024 at 11:22 AM 1.J►1L To: Lisa Poyer lisa@twinforkspermits.com U Q --------------- --------------- ------ ZONING From: Ronald Ryan <ronryan@outlook.com> Sent: Wednesday, July 3, 2024 4:50 PM To: Evan Giniger<EGiniger@driglobal.com> Subject: Proposed Extension JUL 10 2024 To the Southold Zoning Board: ;?'ONING BOARD OFApp EAIS My name is Ron Ryan and I own 320 Fleetwood Road in Cutchogue. We are across the street from Evan Giniger at 315 Fleetwood Road. Evan has shared his plans with me for his proposed extension on the front of his home, and I am writing to give my full support to that project. There is nothing in that work that would detract from the aesthetic of his home, and nothing that would seem out of place on our block. In fact, many homes have undergone much more extensive renovations, and each one fits into and enhances the community. I hope you will approve this work without issue. If you have any questions, you can contact me anytime. Thank you for your consideration. Ron Ryan 516-818-8211 Get Outlook for iOS 1 .k- 6-�% - �'�s�-1��I 4ECEIVED From: Evan Giniger EGiniger@driglobal.com JUL Q Subject. FW:Zoning Board Approval for 315 Fleetwood Rd,Cutchogue 2024 Date: July 9,2024 at 11:22AM To: Lisa Poyer lisa@twinforkspermits.com ZONINGBOARD -----Original Message----- From: Karen Corcoran <karencorcoran@optonline.net> Sent: Monday, July 8, 2024 9:25 AM To: Evan Giniger<EGiniger@driglobal.com> Subject: Zoning Board Approval for 315 Fleetwood Rd, Cutchogue To the Southold Town Zoning Board, We wanted to address some work our neighbors Evan Giniger and his family want to do to their home directly next door to us. We own and live full time at 405 Fleetwood Road, Cutchogue. We have been neighbors for over 15 years, when Evan first bought his home. We understand they now want to add a small addition on the east side of their house (closest to our home) and we are writing to let you know we have absolutely no objections to the addition. Evan showed us the plans for the new design and it would not alter the character of his home nor would it impede on anything related to our property. Thank you for your time and please feel free to reach out if you have any questions or concerns. Thank you. Warm regards, Karen & David Corcoran TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of. MAILINGS v� 6rl,r Q� (Name o'l Applicant/Owner) / ,1 5 �"l,P�-wcodf'�d'� SCTM No. 1000- l — (Address of Property) (Section, Block& Lot) COUNTY OF SUFFOLK STATE OF NEW YORK i I, ( ) Owner, Agent LASS-& �j(ryye-r Tcoi,/, grk-s Awh its residing atL-;��? ! V(�rl u ateq New York, klg14(P being duly sworn, deposes and says that: On the _ S day of 2001y, I personally mailed at the United States Post Office in A 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 (K) 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. c (Signature) Sworn to before me this Kim E.Fuentes r�day o J � , 20: � Notary Public,State of New York Qualified in Suffolk County LIC.#01 FU4811709 -�, " - Commission Ex ires A ril 30�1a (N tary Public) PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. 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 Serv.ice- 7 o- m . riECEIPT Q Domestic Mail OnlyCERTIFIED MAIL@:RECEIPT ru Domestic Mail Only MWWWWWOM MOM, ,< y kt) rq CertrftedMail 117 I�iiQ9h P •ly�j:.z�.�,/��, r-9 Fee • , VO m Extra Fees cbe5 m $Certified Mail Fe Y 1 $ �' sta C rtifie e ! [�- Services P. tg). Q fir. �j �i. °�. %tett7 + Q ❑Return Receipt(harc)copy)kbox,e$fes a .,���,at ,�i + rk- Extra Servloss,&Fees(dh'digpo,add tee ate ti�. ❑Return Receipt electronic + `� Q ❑Return Receipt(hardcopy)-_• $ r V C C7 P( ) $ ���' 1 Postmark ❑Return Receipt(electronic) $ �"❑Certified Mall Restricted Delivery $__ He e Q ,r^ POstmerk ❑Adult Signature Required $ I ❑Certified Mall Restd&ad Delivery .<•�$�� °yp •Here ,3' ❑Adult Signature Restricted Delivery$ ❑Adult Signature Required $A -a. 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Get More Out of USPS Tracking: a USPS Tracking Plus® v Delivery Attempt Reminder to Schedule Redelivery of your item July 22, 2024 Notice Left(No Authorized Recipient Available) CUTCHOGUE, NY 11935 July 17, 2024, 10:27 am Departed USPS Regional Facility MID NY DISTRIBUTION CENTER July 16, 2024, 8:44 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER July 15, 2024, 8:46 pm USPS in possession of item HAMPTON BAYS, NY 11946 July 15, 2024, 3:25 pm https://tools.usps.com/gofFrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052700731952453%2C 1/2 8/2/24,9:58 AM _ USPS.com@-USPS Tracking@ Results ALERT. FLOODING AND SEVER'-.JEATHER IN THE SOUTHERN AND G�.=.:ORAL U.S. MAY IMPA... USPS Tracking® FAQs > Tracking Number: Remove X 9589071052700731952460 Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 9:28 am on July 17, 2024 in WANTAGH, NY 11793. m m CL Get More Out of USPS Tracking: USPS Tracking Plus@ Delivered Delivered, Left with Individual WANTAGH, NY 11793 July 17, 2024, 9:28 am See All Tracking History What Do USPS Tracking Statuses Mean? (httpp://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus@ u Product Information u See Less n J Track Another Package https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052700731952460%2C 1/2 TOWN OF SOUTHOLD 4 ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK G L n L5�✓ AFFIDAVIT OF In the Matter of the Application of: POSTING SCTM No. 1000- t 37 ` Lf — (Name o pplicants) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK TtyJ tl�b4S P residing at 0046 46 U k I y �n [Lqq New York, being duly sworn, depose and say that: I am the ( ) Owner or(Agent for owner of the subject property On the tg,,dam- day of a(AAy , 20,,7/, I personally placed the Town's Official Poster on subject property located at: 31s indicating the date of hearing and nature of application noted thereon, securely upon subject property, located ten (10) feet or closer from the street or right-of-Way (driveway entrance) facing the street or facing each street or right-of-way entrance,* and that; I hereby confirm that the Poster has remained in place for seven (7) days prior to the date of the subject hearing date, which hearing date was shown to be Aqry ( er/Agent Signatu Sworn to be ore me thi off, Day of ( , 20 IGm E.Fuentes Notary Public,State of New York / Qualified in Suffolk County (Nota y Public) UC.#01FU4811709 Commission Expires April 30, * near the entrance or driveway entrance of property, as the area most visible to passerby I A Complete items 141'and 3. A. S' nature ■ Print your name and address on the reverse ` I so that we can return the card to you. c 'Agent ` i ■ Attach this.card to the back of the mailpiece, B• Rec i ed b y Pr; ❑Addressee or on the front if space permits. Name) C.pate of Delivery j 1. Article Addressed to: V t✓ �a l D. I delivery address different from item 17 ❑Yes If YES,enter delivery address below: ❑No ' S ��as P0a W-71 . 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Artiole Nurr a (T r ❑Collect on Delivery Restricted DeliveryRestricted Delivery r--��T b= I�.i -I -d Insured ail ( 9 5 8'� 05.1 0 .5 2 7 p 7 pail Restrict, Delivery I I I 9,�24 4.6 0> I PS Form 381 ,Ju y 2 PSG 7 25 9653 - (5 C Domestic Return Receipt 1 i ....di:1 r�J _'i.:kt,l r: 'll.l', �!;J.}('•,ICI L, ( r r ,r. ,♦ fir,, �,r• _ .. r; , �:'_ '� A �'�'M�Ai.'� •u �'j I k ; , ' Y 1 Y J .a �+Q7/22/2024 L BOARD MEMBERS ��0� S�Ujy� Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O !O 53095 Main Road•P.O. Box 1179 .� Southold,NY 11971-0959 Patricia Acampora T Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ��,j. 54375 Main Road(at Youngs Avenue) Nicholas Planamento C�� +� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS March 28, 2024 TOWN OF SOUTHOLD Tel. (631) 765-1809 Ms. Sarah Lansdale, Director 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 : # 7924'GINIGER, Evan 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 ( ) 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 Chairperson By: � Survey/Site Plan : Mark Schwartz Date : 1/26/2024 � A 5 BOARD MEMBERS ��oF soUjy® Southold Town Hall Leslie Kanes Weisman, Chairperson �O �® 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �p� Town Annex/First Floor, Robert Lehnert,Jr. l ^�� 54375 Main Road(at Youngs Avenue) Nicholas Planamento �Cou + Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS W RECEIVED TON OF SOUTHOLD Tel. (631) 765-1809 [MAR 2 8 2024 Sout o Town March 28, 2024 Planning Board Mark Terry, Assistant Town Planning Director LWRP Coordinator Planning Board Office Town of Southold Town Hall,Annex Southold,NY 11971 Re: ZBA File Ref. No. # 792b GINIGER, Evan Dear Mark: We have received an application to construct additions and alterations to an existing single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-513 is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: Encls : Survey/Site Plan Mark Schwartz Date : 1/26/2024 C:2F IN RKS 288 E. Montauk Highway ays, NY 11946 RM I T S Hampton 631-644 5998 info@twinforkspermits.com August 21,2024 -Via Hand Delivery- Leslie Kanes Weisman, Chairperson Southold Town Zoning Board of Appeals 54375 Main Road PO Box 1179 Southold,NY 11971 RE: Zoning Board of Appeals Application Owner:Evan Giniger Situate: 315 Fleetwood Road,Cutchogue SCTM No. 1000-137-4-14.1 Dear Chairperson Weisman: Pursuant to your request,please find two(2)copies of the proposed residence addition plans as prepared by Mark Schwartz&Associates dated 2/l/2024 which match the notice of denial letter reference. If you have additional questions regarding the overall project, do not hesitate to contact this office. Thank you. Sincerely, Lisa Poyer ` Principal Planner Received AUG 21 2024 Zoning Board of Appeals �IU` of 51 M 9 , ` SITE DATA V� PROPERTY: 24,585 SF 0,564 ac V PROPERTY WETLANDS: 2089 SF BUILDABLE PROPERTY: 22.496 SF 0.516 ac z ESTIMATED AREA OF 2000 SF 0 GROUND DISTURBANCE: STORM WATER MANAGEMENT DETAILS AREA LOT COVERAGE: [� EXISTING: eoanoN nAew re0°�AwRinnoui ri wD wAycm J .1W Mad MW Ib1 n �meeu M a ne.ea n HOUSE: 1,047.4 SF 4.66% co � 7- PORCH: [56.0 SF) [REMOVE) "" DECK 440.2 SF 1.96% a9.7a' � ym�..�.� �W...»,D.M�.FN,�..� � S 87'40'57`E ° O.D.SHWR: 24.0 SF 0.10% Z N 65°48'03"E � _ �"'° DETATCHED GARAGE: 360.0 SF 1.60% E TOTAL: 1871.6% 8.32% `e V n�wwM.mueurAaw.+T�Dm" �``Y` —t \ '�m..cn°o-.°1°""`wrna°memuvwmmiuvaamuN ,• DESCRIPTION: AREA LOT COVERAGE: o+ DOVT5II19TDee ID N7N. oFmnai °e,� �°• •° ' AwAvruro�x°use IDUC PROPOSED ADDITION: 342.2 SF 1.52 0/a \v\ 9- v •.� �/ uWN PROPOSED PORCH: 65.0 SF 0.29% cote ov, — '•r' / / TOTAL: 407.2 SF 1.81% r4, /• / m COMBINED TOTAL: 2,278.8 SF 10.13% rmaeen°uvmuNo eo�Naur // 1 METES AND BOUNDS: SURVEYOR: NATHAN CORWIN O Z Ae MUWAID IN THE FInD m MLlo: - h ey"In / , SCTM: 1000.137-04.14.1 94 DATE SURVEYED: FEBRUARY 12,2009 ELEVATIONS REFRENCE: NAVD 19881 b ZONING: R40(NON CONFORMING) yT i FLOOD ZONE: AE 6/X M n EXISTING ROOF GFA CALCULATIONS W ° ..� IW01 � /� T •\ LOCATION: AREA: PROPERTY: 24.585 SF RECEIVED --r'-- iDNruma •\ WETLANDS: 2,089 SF p� \ BUILDABLE PROPERTY: 22.496 SF m MAR 2 7 2024 _._ Die \\ (280.207d)GFA PERMITTED:3.599.6 SF ei rZ \ \ EXISTING 15T.FLOOR: 1.047.4 SF 8 _ D ZONING BOARD OF APPEALS N \ EXISTING AND.FLOOR: ,044.SF o°w iaeA�ua noun •� TOTAL EXISTING:2,044.3 SF 3 O ° .r lq. 1, PROPOSED 1ST.FLOOR ADDITION: 342.2 SF PROPOSED 2ND.FLOOR ADDITION: 342.2SF ADDITION b® ^i C TOTAL-,PROPOSED: 684.4 SF I yW I rtD l I EI�I / I tl TOTAL GFA:2.728.7 SF 1 �� _ SKY PLANE __ �•o Funm ou r I I eV dNa D,pl ° --- N o It 4 m �, PROPOSED SITE PLANrm *' ' SCALE: 1" = W-011 N z DRAWN:MH IMS TER .. S ]OB 0: --vaot— 8 86.40'00"W ir,.obl FLEETWOOD ROAD S-1 z .. o a Q o0 EXISTING SOUTH ELEVATION SCALE: 1/8" = V-0" IN i RECEIVED 9 � MAR 2 7 2024 ZONING BOARD OF APPEALS • Ljj 0 0 ® A . 0 0 DRAWN:imi ms PROPOSED SOUTH ELEVATION 707 SCALE: 1/8" = V-0" r A-1 z _ o - Fmi 0 0 W �O a xo� EXISTING WEST ELEVATION o SCALE: 1/8" = 1'-011 _ V RECEIVED MAR 2 7 2024 ZONING BOARD OF APPEALS ® � w ONO m PROPOSED WEST ELEVATION DRAWN: 'M9 SCALE: 1/8" = 1'-0" JOeN lawzuxa A-2 rA O z xo� EXISTING EAST ELEVATION w� ` SCALE: 1/8" = V-0" RECEIVED MAR 2 7 2024 ZONING BOARD OF APPEALS 9 12 0 OBAWN:mH/MS 9CALB: JOB N: PROPOSED EAST ELEVATION 'TNUMBB SCALE: 1/8" = V-0" A-3 z 0 OKA ma DW : o KITCHEN 0 � � E • AAq LINEN `�' - ,O LIVING ROOM DININSil Jill W /1M/A�STER BATHMASTS 9U.. �� .• . ..�. © ylTJLla(Fy /U ; U V N C N O H TEMPERED.ccl Cal PORCH N ....... .......----------- ---- 11 4y EXISTING 1ST. FLOOR PLAN EXISTING 2.ND FLOOR PLAN SCALE: 1/8" = V-011 �I SCALE: 1/8" = V-0" RECEIVED MAR 2 7 2024 DRAWN;MHIMR SCAE.H: 10H M; ZONING BOARD OF APPEALS ,asau:a eR: ,D-0 A-4 Zo EXISTING DECK z [ffis 0 DW E 01 0 KITCHEXIMNENG EX. IVING I DINING :R 0 O IF ......... ..... FORMER BE2wD0.ROOM N.2 RE-FRAME EXIST,WALL RECEMI) rA mgprcrc� MAR 27 2024 ENTRY ------ Zot4lNG BOARD Of:APPEALS ........ ------------ 6 PROPOSED ------------ =Egg= 4-SW 4'-OW 7-6' T-6" ZEE ... ................. ........... PROPOSED 1ST. FLOOR PLAN I.... SCALE: 1/8" = 11-011 DRAVIN!MH/MS SCALE: JOB 0: 1/2512024 SHEETNUMBUL A-5 z EXISTINC,DECK EXISTING DECK ...................... o , a EXISTING LOFT PRIMARY BEDROOM LINEN ......... ... (ENLARGED) V- 1.9 M o ........ ....... T.B. EXISTING WALK-IN BEDROOM No.3 CLOSE[ L D 6.4 . r -.I- T-4i .10 ;;:Z. :Zl .. ..... ..... ear j�j RECEIVED Vw CLC'W.1013- MAR 2 7 2024 30 30 3 30 SKYLIGHT FREESTANDING SKYLIGHT ZONING BOARD OF APPEALS A TEMPERED 51 W2 sis. 17136Y 6'-2* AW51 E* 7-6' L 7'-S' 8'•91 PROPOSED 2ND FLOOR PLAN DRAWN:MH I Mg SCALE:• 1/8" V-011 SCALM JOB N: 1/26/2024 SHLETNUMBEIt ...... ....................... A-6 rs / � 6 � yll � "Il�, 4 ood� c� � 07 70 20 8.3 9 9 �>♦p 1.3Ala ( Town of souTHOLD .S Si � s �2 r � ! �.•h. - AV 76 RL F� m w ,M1t \ M13 7 's I T \ s 000 . \ 3 4 yy taD C31 / lb ,A ,P � G , COUNTY OF SUFFOLK (g) N NOTICE K t, mammn�mo.,s —�— Qeease 12.1 AM cr 12fA MAINTENANCE.ALTEiTAnON.SALE OR Y � ——————- ©n.ma. 12.1AMe) � � Real Property Tax Service Agency dam w E DISTRIBUMON OF ANY PORTION OF THE MA M1o7 s�em.web t'n oemo�e a 300 Center Dn'1r,M.,i mi,NY11901 SUFFOLK COUNTY TAX MAP IS PROHEUTED sca+�am„euo ro. (21) tammu�.m ea �$� too w o too Ao WRHOUT WRMrEN PEMtSS10N OF TFiE , Feel S` REAL PROPST Y TAX SSMCE AOSNCY. �<'�guFF04K . =ao� o°s TOWN OF SOUTHOLD—BUILDING DEPARTMENT w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://Www.so-Litholdtomuiy.gov Date Received APPLICATION FOR BUILDING PERMIT 00 0PPR ��� ISA For Office Use Only PERMIT N0. Building Inspector: F E� Y 1 2024 Applications;and;'forms:rhUs- be filled.o,tit in their entirety:Incomplete: h g applications will.riot,b_e,acc'epted. Where the'Applicant is not the owner,.err Owner's_Autlioriiation:foim,(Page,2),shall be completed. Date: OWNER(S);'OF,PROPERTY: Name: Evan Giniger SCTM#1000- 137-4-14.1 Project Address: 315 Fleetwood Road, Cutchogue Phone#: 917-913-3539 Email: eginger@driglobal.com Mailing Address: 230 W. 78th Street,Apt. 9B, New York, NY 10024 CONTACT PERSON.': Name: Lisa Poyer, Twin Forks Permits Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946 Phone#: 631-644-5998 Email: lisa@twinforkspermits.com DESIGN PROFESSIONAL INFORMATION: Name: Mark Schwartz&Associates Mailing Address: 28495 Main Road, PO Box 933, Cutchogue, NY 11935 Phone#: 631-734-4185 Email: mksarchitect@optonline.net :r7 CONTRACTOR INF,ORIVIi4TION:; Name: Mailing Address: Phone#: Email: RESCRIRTION`:OF. PRO P'OSED;CQNS7 RUCTIgN': ❑New Structure IXAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes ❑No 1 o a PROPERTY INFORMATION. Existing use of property: Single Family Residence Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes CXNci IF YES, PROVIDE A COPY. [5d.Cheek Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter,,236 of the Town Code,;APPLICATION•IS HEREBY MADE to the Building Department for'the issuance of a Buildirg Permit pursuant to the Building Zone Ordinance of,the'Towri of Southold`;Si ffolk,:County,New,York'and other applicable Laws;Ordiriences or Ftegulatiions,'for the construction of bullciings, additions,'alterations or for'removal or demolition as.hereimdescrilied.The applicant agrees to comply'with all applicable laws;oidi-fiances,building code, housrig code anii`regulations,and to admit authorized inspectors on premises and in buildirig(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor,pursuant to Section 210.45 of the New YorkState Penal Law. Application Submitted By(print na e): Evan Giniger ❑Authorized Agent [ZOwner Signature of Applicant: Date: t IDL513V STATE OF NEW YORK) SS: COUNTY OF ) Evan Giniger being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the owner of the subject property (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 bef re me this day of Notary Public SHARMIN AKTER Notary Public-State of New York PROPERTY OWNER AUTHORIZATION NO.01AK0003049 (Where the applicant is not the owner) Qualified in Bronx county My Commission Expires Mar 20.2027 I, Evan Giniger residing at 230 W. 78th Street,Apt. 96, New York, NY 10024 do hereby authorize Lisa Poyer, Twin Forks Permits to apply on my behalf to t e own of Southold Building Department for approval as described herein. as) aq Owner's Signature Date ty&A/ 61 ikX- Print Owner's Name 2 REVISIONS: SITE DATA PROPERTY: 24,585 SF 0.564 ac PROPERTY WETLANDS: 2089 SF BUILDABLE PROPERTY: 22,496 SF 0.516 ac \Av) ESTIMATED AREA OF 2000 SF - GROUND DISTURBANCE: e AREA LOT COVERAGE: FLOATING DOCK EXISTING: N 77°22'26" E HOUSE: 1,047.4 SF 4.66% PORCH: [56.0 SF] [REMOVE] 29.74' � S 87040'57" E DECK: 440.2 SF 1.9E N 65°48'03" E 8•541 O.D.SHWR: 24.0 SF 0.10°i° DETATCHED GARAGE: 360.0 SF 1.60% Y 39.76' WOOD TOTAL: 1871.E% 8.32 p BULKHEAD 1/`PRE 009 �y l�) �� ) RAMP P OOD �O `210912 ._� - DESCRIPTION: AREA LOT COVERAGE: W W W PROPOSED ADDITION: 342.2 SF 1.52 \N e- W W i W PROPOSED PORCH: 65.0 SF 0.29% W W W • I W i W/ i TOTAL: 407.2 SF 1.81 %000 r^ W'KW' W ���OS W W EDGE OF COMBINED TOTAL: 2,278.8 SF 10.13%LAWN Z N\GN t�2 201�01 ��O .s W jam/ O` _ y / W I / / AN S: SURVEYOR: NATHAN CORWIN W W �✓ / SCTM: 1000-137-04.14.1 EDGE OF _ - STORM WATER MANAGEMENT DETAILS LAWN W W '� / / DATE SURVEYED: FEBRUARY 12,2009 ELEVATIONS REFRENCE: NAVD 1988 W 100%RUNOFF AT DRYWELL DRYWELL LOCATION: SF AREA: . ZONING: R40(NON CONFORMING) 1 � 2 RAIN PER HOUR PROVIDE: CAPACITY: NEW ROOF AREA: 600 SQ.FT. 100.2 CU.FT. (1)8'dia.,3'deep 126.8 CU.FT. FLOOD ZONE: AE 6/X ' M GFA CALCULATIONS / / I OGEE GUTTER-STANDARD 5"Noyes: LOCATION: AREA: EXECUTION: NY TIDAL WETLAND BOUNDARY WETLANDS: 2,089 SF �-1 AS MEASURED PROPERTY: 24,585 SF IN THE FIELD ON 8/12/2011' - 1).A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. BY AF/SL / I z).PREPARATION: BUILDABLE PROPERTY: 22,496 SF O / fQ A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. I B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. (280-207d)GFA PERMITTED: 3,599.6 SF N Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. / 3.INSTALLATION: EXISTING 1ST.FLOOR: 1,047.4 SF ^I F-I A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. / I 1).GUTTER TO BE PITCHED TOWARDS LEADER V TO 2"FOR EVERY 40'OF RUN. EXISTING 2ND.FLOOR: 996.9 SF 1).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS, TOTAL EXISTING: 2,044.3 SF \ i a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS, PROPOSED 1ST.FLOOR ADDITION: 342.2$F / \ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL PROPOSED 2ND.FLOOR ADDITION: 342.2 SF CONNECTION WATERTIGHT. � � � � TOTAL PROPOSED: 684.4 SF DRY WELLS TO BE 10'MIN. 4).PROTECTION: - 4 AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL TOTAL GFA: 2,728.7 SF � / a 00 COMPLETION. � 0 0 C) p \ � poi ZONE AE(EL 6) ZONE X _ `x F--1 _ � . -f-- EX. M _ W U EX. I EXISTING DW I .......... ...... DECK....... , I I EXISTING ROOF \ PROPOSED SITE PLAN EX, EXISTING 2 STORY / SCALE: .I" = 20'-O" DW I FRAMED HOUSE FF EL.9.0' i O N15 O - - - i I SILT fjENCING� \ M 0 W EXISTING PORCH /, T BE DEMOLISHED 7' a b P •RC ;E PROP ADDITION OSED 2 STORY w N I 15.0� 1115.5' ,� p ooa- \ EXISTI G I ® � g , .. I 1 STORY i I , 0I Iu. 4 `Li o GARACIE / E I _ CR E n I �, / , IDW �� MIN.101 �u � °` V N SJ OIL I wI I I ( O W LL'® I I I ` L04A Nui SILTFE CINGJ 01 LLJ } PARTIAL WA WAY W 1 O S I I IO I REPOAIP RE MC VED I I ELECTRIC ® ' W W n I METER I I In I W I I I UTILITY 10 IZ I 11 JI I I POLE "1 LL I� II II I 0l0 U � cn - -I - - /I !Ik I � � ' W EN pI BUI.DING€NVELk3PE _ / SKY PLANE. 20' I / 15' w LJJ 0 I 0 o cn EXISTING I ' 0 1 Z STONE \ w MO P�`c`' DRIVEWAY o 7G TER G� , M ER _ A CONSTRUCTION ENTRANCE WATER - EDGE OF PAVEMENT DRAWN: MH/MS 5 06040'00"W 15,06 SCALE: JOB#• Q��'�� 2/1/2024 SHEET NUMBER: FLEETWOOD ROAD S- 1 REVISIONS: S3 L=j bo 1� Ell]11 O H PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" W a � o � � o � W � � L7 �-+ w x M U 0 M O cx to 'El /i o ^ V " i In V M + I 0 W 1 •------- 1 1 I 1 ' 111 LHI f 1 \ IM N EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0" DRAWN: MH/MS +� SCALE: JOB#: QF Apr.`- r 2/1/2024 SHEET NUMBER: A-1 REVISIONS: S'l Jill 7T ED 7T Li L31 0 w z 0 H PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" � � o O z W M U 0 N� C v q M v O 0Ef= cn O� 0 '� x o ono o Lou _ � w3 H u o N d EXISTING EAST ELEVATION t SCALE: 1/4" = 1'-0" �.,�. -T ` DRAWN: MH/MS w, SCALE: JOB#: 2/1/2024 SHEET NUMBER: A-2 REVISIONS: �C�w O Lui 100 W z O H Q PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" W � O Z o W w c w � H M u U 0 N 41 M �O o � 00 cq v 0 a W '•r Cl1 N d EXISTING WEST ELEVATION ` y. SCALE: 1/4" = V-0" DRAWN: MH/MS ` SCALE: JOB#: 2/l/2024 SHEET NUMBER: A- 3 REVISIONS: DECK /,\-------------- DECK DECK U) Z 1 O r 7DW ,' � I I 1 1 �Zioor =3 KITCHEN N I l 1 1 1 1 LIFBATH O � / .. Id. O ° ----- 1 00 LeFT LIVING ROOM ' i 1 LINEN i DINING Z Ll LR O �nor'�n )Tlay 00 ___ _ MASTERBATH I ' s 'H' 1 AC UNITS E-- - L 1 - - - , - ----- ----- - ------- - - - --;- MASTER BEDROO ROOM +: e --—---- — 1 s ; i i 1 BEDROOM o_2 - `-------- ENTRY N -- ------- BA H No. 1 H W BEDROOM ¢q 1 1 1 I 1 1 x O 1 0 1 1 1 0 1 1 1 C) juR W C7 _j TEMPERED n Ili PORCH ; Z tn U III 111 �++ �--1 F•y -------===---------- n III M III 1 1 1 Zla, � U =T=, ---------- N� CC 41 3'•0" cMrij v uF ------------------------------' EXISTING 1ST. FLOOR PLAN � n r-, � 1 1 EXISTING 2ND FLOOR PLAN SCALE: 1/411 = V-01' o x o SCALE: 1/4" = 1'-0" w 2 1 1 1 , 1 1 I I t•.J cu GJ 1 1ry I 1 I ° w 3 I 1 I I 1 1 I I 1 I 1 1 I 1 1 1 W 1 , uI 1 1 I 1 1 v ' o 1 1 1 1 0 I I I , 1 1 1 •———------—————————--—---—————• 1 I 1 1 1 1 1 1 , Chi I I 1 I 1 1 i 1 1 1 1 I 1 1 t 1 I I i I 1 I i 1 1 I 1 I V I I 1 1 1 1 1 1 I 1 1 I 1 I I 1 I I t I I I 1 1 I 1 1 1 1 1 t 1 I I 1 1 -- 10'-01, +j DRAWN: MH/MS ' . SCALE: JOB#: 2/1/2024 SHEET NUMBER: A-4 REVISIONS: - - - - -- ---------------------- - I , I I f---------------------- ------_---, 1 , I I I 1 I I / ,-----_ -- --� _�----------- ,- ,------------� ♦ , /1 / 1 I 1 1 I ♦ / I//' I 1 I t I I \\\\I \♦ J7// f-----q f------ ' If --'---------- ---------- --___i ------------ --------- -------- --------- - ------- ------------- -------------- 1 EXISTING DECK L A L J d L J 11 1� II 11 11 ', 11 1 11 ,I 11 1' II ,1 tl ,1 II 1' 11 1' 11 1' 11 ' II ,, 11 ----_--_----- II / / \ 1 1 O -----,L___ ' + e r771 DW 10'. 0 1 I 1 ! ' A 1 ! II 1 I II ! I I 1 ' 1 EXISTING EX. LIVING / DINING / ; ; ------ KITCHEN r ; ; I II I i 1 1 V` I' N I � F t I II \ I I I 1 i i I II I I 1 I 1 I G I , f- I 1 1 1 I 1 1 F , , 1 1 r + 1 1 1 •II' 1 P-____r_r_..F3 q r I EXISTING _ - DEN EX. UTILITY AT NO. 2 FORMER BEDROOM No.2 1 W r 1 ROOM ' 11 F I C O 1 Y 4 IUP, ----- r ' 1 1 1 7 '7 1/211 �l 'IRE-FRAME EXIST.WALL ACCESS i st 1 w rT, 1 1 1 I I e I 1 W ' III 1� K ' I II I I F I F 1 j, Ji e Iil I I =li I 00 I; b I 1111 1 4 I , I p-1 M i l l l 1 W CV µ: < 1111' ' p_a _ `4' 1 •i 1 U ` �/ ' III I IZ ' 3611 0^ W v Z0 ' 4 IIII' ; Ih V ' a Z UJ IQ 1111' 4 HALL �, PROPOSED SHo R a_ _ ____ _0,_ q�^J' PROPOSED- _ 7 I'e ry _._ _ 21, �__ ___ BATH No. 2 00 ---- `� -- ENTRY ! CIN d III11 ---------- 21-6-1 r + ,t= --------- ----- ♦ I pUEEN - -- _----_ w---------------- I 4Z CRAWL SPACE O p I � Q M Q 1 1 III I l C 2 LN '- i I, P ------1------------ ^, UJ N C 3'(]° 1 ^ v, aV 9_ - e v 0 S V aa„ i Vr '- W M 0 ._ a u 7 nrl ^ a is a rr_4 v++ V = POR H o }N fi-- 4 14'-511 _ I ----1' 1 r Ln I c 1 1 I I --; PROPOSED • . BEDROOM No. 2 r `;-- -- -- -l14, 1 , r d 1 tf) V rn Jr I ------------- ----------- 1 1 i--- �__ __._ :.___- _- ____-_ -=1j r ` (U + 1 I -_ -- _ -- `-- .. --- - - - _" -- -I� 8��_' .,w. _D la_._..V -.V' `- -,- J7-Q,. •-V. w•�_ 1 I N �-+ 1 � IS ------------------------ -�; 5=fit' )0 6-10'/2 -0 r 110 / e I I I 1 4'-81/411 4'-0'/4" 7'-611 7'-6" 8'-81/211 15-011 10 1 / EXISTING 10'-81/2"± 8'-8'/z" 15'-011 A 23'-81/2" [W-I GARAGE PROPOSED ADDITION U I i O ---------------------------- 1 1 1 1 1 wG/ , r 1 1 I 1 1 1 i I 1 I i ' PROPOSED 1ST. FLOOR PLAN e I 1 SCALE: 1/4" = 1'- PROPOSED FOUNDATION PLAN E I ' 0" SCALE: 1/41' = 1'-0" \ i mow,„v =' DRAWN: MH/MS +� SCALE: JOB#: 2/1/2024 SHEET NUMBER: A-5 REVISIONS: EXISTING DECK _EXISTING DECK -- ------------ E EXISTING G 0 C,XISTIN BATH o�. 3 oil tr ' , pl 'I ; 1 1 h ; I O / r it oil EXISTING LOFT ]IN — , PRIMARY BEDROOM It , 4 ------- ---- (ENLARGED) --------------- k LINEN 3t. -3/411 IT-1 1/2" 0 0 01 0 91.8" to r EXISTING WALK-IN op BEDROOM No. 3 En CLOSET - - - - Ei� N- -c� ------------------ -------- ----------- ---------- ----- ---- 7 L I I BIT.W DESK(TBD) L I T- -3/4 Ile c 11-511 V-11W 11-10, 11-511 t ♦6'-1'1/211 3'4� 1 31111 ---------------------- -------- :11 0, ----------- Qt 11 --------11 -------0If 2'41 C) 0 IN, 6 N - I u- - 01 , \j c SH ER —1 - ------ - ---------In ------- ------- -------- ------------ 0 IMARY ATH 7-4"CLG.HT. ---------- 3 -ij W) U 10'-3111 4 30X30 30X30 en SKYLIGHT SKYLIGHT If tl u 42" ZD 30X30 30X30 Ln SKYLIGHT SKYLIGHT FREE STANDING F — TEMPERED - --------- ATTIC CD AW251 ol ll'-101/2" 51-5" 1 a 17131/2" 61-211 'o Lo cj Ln ------ 5'-6"CLG HT Li ------------ ----------------- -- --------- v zz zz zz z 77777;�/jj-�� --- -------- E—El---------- EZZZZZZZZZZZZZZ= 1 t 16" AW251 OH i iiz 01 71-6" 71-611 81-911 151-011 P-1 u 0 IM PROPOSED 2ND FLOOR PLAN SCALE: 1/4" = 1'-0" PROPOSED ROOF PLAN. SCALE: 1/4" = V-0" ----------------------------------------- - - ------ ----- 'J' DRAWN: MH/MS SCALE: JOB#: tA 2/1/2024 SHEET NUMBER: A-6 REVISIONS: V ' Generated by REScheck-Web Software 1-3/4X14MLRIDGE '�JrC I I Compliance Certificate 50 ME (3)9-1/2 ML fk��lNG (2)2X8 /i (2)2X8 VALLEY _ _ _ _ EXISTING Project GINIGER 1-3/4X14 ML RIDGE, 2X8 CJ @16"OC Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family 10 PRIMARY Project Type: Addition ' Climate Zone: 4 (5572 HDD) R ° BATH �� �� �-�, PRIMARY BEDROOM Permit Date: Permit Number: ElConstruction Site: Owner/Agent: Designer/Contractor: O 315 FLEETWOOD ROAD CUTCHOGUE, NY - _ _ - 4"SUBF OOR EXISTING INSTALL NEW 11-7/8 11-7/8 TJ1230 FJ @ 16"OC INSTALL NEW 11-7/8 • ..ad;�.f.K:JaL � �-�-.x :J-J��u.�!, ��.JI�.-1°;.1-n.� - - - - Compliance: 1.9/ ML UN ER WALL ML UNDER WALL =1 ° Better Than Code Maximum UA: 104 Your UA: 102 Maximum SHGC: 0.40 Your SHGC: 0.31 HALL DEN r/1 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-oft rules, v 1 It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 7 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade O assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. _ h-•i BEDROOM No. 2 LIVING ROOM Envelope �4ssemblies M'I � - u1 ED FLOOR T (NISH 1, MATCH EXISTIN FLAT: Flat Ceilincl or Scissor Truss 216 30.0 0.0 0.035 0.026 8 6 - _ _ - DBL 2X6 PT SILL PLATES(VIF) 3/4"SUBFLOOR CATHEDRAL: Cathedral Ceiling 126 30.0 0.0 0.034 0.026 4 3 w/SILL SEAL,TERMITE SHIELDT sds � ML � IM � A T � a� ? I � ) EXISTING SKYLIGHTS: Metal Frame w/Thermal Break 11-7/8 TJ1230 FJ @16"OC 11 / EXISTING SHGC:0.26 13 0.440 0.550 6 7 ML 1ST.FLOOR:Wood Frame, 16"D.C. 522 20.0 0.0 0.059 0.060 26 26 ;� TOP OF SLAB TO 2"CONC.SLAB �� EXISTING EXISTING `•L = 8"PC WALL 6 BE FLUSH WITH GRADE 6 1 Door:Solid Door(under 50%glazing) 21 0.280 0.320 6 7 1 DAMPPROOF . DOUBLE HUNG:Wood Frame 60 0.300 0.320 18 19 a p Z SHGC:0.31 - _ _ - AWNING:Wood Frame 8 0.270 0.320 2 3 16"X8"CONC.FTG. °' SHGC: 0.34 (2)#5 REBAR r 2ND. FLOOR:Wood Frame, 16"D.C. 256 20.0 0.0 0.059 0.060 15 15 AWNING: 034Wood F'rame 7 0.270 0.320 2 2 CROSS SECTION A FOUNDATION-15T FLOOR:All-Wood joist/Truss 342 21.0 0.0 0.044 0.047 15 16 i VI 11/4 ;11/41 3 SCALE: 1/411 = 11_011 11/12 LAV LAV 1 H fH E0. 7 = C.O. I1/I J. Project Title: GINIGER Report date: 12/08/23 Data filename: Pagel of 2 C. V. PLUMBING SCHEMATIC SCHEMATIC �" R 3' `A'J C) � SCALE: NOT TO SCALE 11/4 ' C.O.I x o 1-3/4X14 O Compliance Statement: The proposed building design described here Is consistent with the building plans,specifications,and other 4 ML RIDGE 44 W calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in F+i W REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. SLOPE^va"PERFCIOTPITCH TO DRAIN TO W "C.I. SEPTIC SYSTEM 0.4 O TRAP HOUSE kn U 1.4 Name-Title Signature Date M 2x8 @16°oc � U 12 12 I f W Q �L ce 1 CD 2" ? �p cV C k O O • • •• • • T1 .,�,, � • • 3/4"SUBFLOOR `'' x O - - - - a Z 2 FASTENER TYPE: SPACING: 11-7/8 TJ1230 FJ @16"OC .� SOLID BLOCKING SOLID BLOCKING e + BASED ANCHOR WITH 16"OC � � � \ No.8 WOOD-SCREW - - - - tz 21n.EMBEDMENT LENGTH • • ® ®• • ® UNDER WALL(TYP) UNDER WALL(TYP) No.10 WOOD-SCREWS O O ��r +. 1 .9 BASED ANCHOR WITH 16"OC !r 21n.EMBEDMENT LENGTH I L U 1/41n,dia.LAGSCREW BASED ANCHOR WITH 16"OC 2 21n.EMBEDMENT LENGTH • • •• • • O IEH O 11 r 1 0 � 3/4"APA PLYWOOD SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATMVE:7/16"O.S.B.) • ® •• • • LIL:j 1/2"APA RATED SHEATHING W GRADE PLYWOOD H• O (ALTERNATIVIVE:7/16"O.S.B.) - _ _ - 3/4"SUBFLOOR DBL 2X6 PT SILL PLATES(VIE) ® ® •• • ® 11-7/8 TJ1230 FJ @16'Oq 11w/SILL SEAL,TERMITE SHIELD 0 ® ® FASTENER TYPE: SPACING: 4• 2"CONC.SLAB FLUSH "• 2X4 DF#2 No.8 WOOD-SCREW STUDS ` TOP OF SLAB TO 8"PC WALL �► BASED ANCHOR WITH 10"OC • o BE FLUSH WITH GRADE ADAMPPROOF N WINDOW SILL21n.EMBEDMENT LENGTHTYPICAL WINDOW OPENING No.10 WOOD-SCREWS •' • 1-4 fBASED ANCHOR WITH 12"OCPANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH - - - - Q 16X8CONC.FTG. THAN 4 FEET 1/41n,dia.LAGSCREW BASED ANCHOR WITH 16"OC (2)#5 REBAR 21n.EMBEDMENT LENGTH • • ® • • CCU TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENERTYPE: SPACING: CROSS SECTION B AND EQUAL OR SMALLER TOGETHER#WITH STAINLESS STEEL 11 1 11 DS CONNECTED No.8 WOOD-SCREW /� Q THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH LEN 8 OC 's/ �/ SCALE: 1/4 - 1 -0 AND NUTS 0 T-O"O.C. No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 91,oc PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH i1GL 1/41n.dia.LAGSCREW AND EQUAL OR SMALLER BASED ANCHOR WITH ,F oc THAN 8 FEET 21n.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING �.. DRAWN: MH/MS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16., SCALE: + SCALE: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS, PANELS SHALL BE PRECUT TO JOB#: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL `4R r;!V 2/1/2024 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. �~ SHEET NUMBER: ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A- 7 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. c ' KING STUDS N. • RAFTER WALL STUD ENDWALL • CRIPPLE STUD o BOTTOM PLATE o RIDGE LEDGER BATHTUB • HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION 1ST. ADS5 HCLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 4NCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER ( ) 4NCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC O F—i WALL STUD E THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR rTl METAL STRAP F+� CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN ` VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS BE WALL W MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA Z BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER O THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER F-1 INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS '� , J RESISTANT METAL MESH WITH MESH, ESH ONTIN. SOFFIT / EXT. PLYWOOD I^---1 ON ALL OPENINGS �' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. F�1 FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS _ / GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS v ACTION 4' - 6' RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND / `., INSTALL 4'0" O.C. '• / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06' 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT ` OF FLASHING 2ND. FLOOR WALL op ROOFING LAPS BASE ' FLASHING 4 INCHES /BASERAFTER FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING F+-1 SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O WOOD JOIST OO W Z TOP PLATE GIRDER/HEADER ol SIDE WALL FLASHING W 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST W C7 AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SOAS TO FORM DRAINAGE CHANNELS AND RAFTERS � INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION e 4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2 U / �� ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONFORM TO SLOPE 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD SUB FLOOR SILL GASKET - , WOOD JOISTS or_4 NEOPRENE ; M r. o TYP. CONC. FOUNDATION ^ CONC. SLAB GASKET ^,�. 2x6 /2x8 CONTINUOUS WOOD PLATE °1 6 MIL. POLY V ` ' x DAMPPROOF EXTERIOR GRANULAR FILL ° � I BOLTED TO STEEL BEAM WITH o � r+ 6MIL POLY ON EXTERIOR V ' ' ' ' �, ry . 6 $ ;.a 1/2 " DIA. BOLTS ® 48" o.c. STAG. ,-4 ° V STEEL COLUMN D �� ' ,p ! ° ROOF JAC K ` w o v CONC. SLAB e C ' e C '0 o re v L L I I ,\� �. �� �� STEEL BEAM `� \ e A o \,a ANCHOR BOLT EMBEDMENT: �. o r �a° COMPACT FILL ` I 4" x 1/4" x 8" STEEL BLOCK WALL: 15"POURED CONCRETE: 7" � � •p i 1 i �, °o ` p,r ROOFING LAPS � TOP AND BOTTOM PLATE � •v � � KEYWAY FOOTING o V ° • • p FLASHING AT .` V r U e �'� CONC. FTG. C 1 G SIDES AND TOP WITH 1/2" x 6" ANCHOR BOLT Lo Lo m d c 'p �'p o USE WITH 3x3 SQUARE WASHERS ` cn ° ; O ANCHOR BOLT CONNECTION 1/2" GROUT �, (USP LBPS58 OR BP583) ° I I 3" STEEL COLUMN o fit p � REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) �+ SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL C FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING CA WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL U 0 cn �— SUB FLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR --IO'- N USE 2X8 I I FOR B LOC KOUT STEEL BEAM ';•� 4" SLAB W/ 6X6 WMM \ I I SLOPEi • P.T. PLATE to 4-DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR S ACE < 1 <I a ,7 1 2" 1 (WITH A NAILING PLATE IF NEEDED) � AT ESN OF WOOD D AND ,p ,• 'p • e ° • '• ••'e " TO B E APROX. 1/2" OR HIGHER THAN _ �'L p o1 D o' 4 (PROVIDE STEELSTRAPPIN BEAM G TO EEP ALLOW RJOISTS ALIGNED) x GRADE ° a-- INKAGE =--cT---- 0, BEAMS - p o < > '• ° Q ° Q ° Q ,p 12" �•�•,p 6X6 W.W.M. -••p - - a - - -e - �, MIN. o .o'D •o n D ^ `1.p �1'p /1'� ° o ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p p n^ L�m SUB FLOOR rF , NOTCH EQUALS 1/4 DEPTH OF BEAM ' p o • o W=I • 4 REINFORCING BAR o. e C Ge e.o �o n II—II 'JOIST . D •� REINFORCING BAR s � DRAIN TILE ��—►I p d s SHEET METAL / 30# FELT UNDER BEAM AT POINT ' L�'/� 0e �s STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK s' e• 3" PLATE (BOLTED TO ; • ✓� TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " • SHIMS TO LEVEL BEAM At REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ' 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT DRAWN:MH/MS BEAM POCKET ' +� JOB#: 2/1/2024 SHEET NUMBER: A- 8 REVISIONS: CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS R SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UN E N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO11 NONE TO HEAVY MODERATE USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY, 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE IJ HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Z All fasteners,hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS `Mo 7X 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24N12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION be 3 ft. below grade. 0 LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 4 . Deck STAIR RAILING ) joists to have blocking at 8'0 o.c.. F•--1 ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT30RRT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing Q( 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. MINIMUM w 6). Concrete piers shall be a minimum 6"above grade. [� HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX trlppie protective coating or equal POST for any contact with ACQ. TOP PLATE • TOP PLATE Z BALUSTERS RIM/DECK JOIST HANDRAIL NOTES: M--I VV OPEN BALUSTER ATTACHED TO WALL WALL STUD11�j WALL STUD All required handrails shall be of one of the following types M�"1 or provided equivalent graspability. Q HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 Inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6" RAFTER RT10 10.3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION EACH RAFTER CONNECT OVER USE MIN. 2 1 than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ( ) /2" DIA.GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type 11. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 rT� 4" DIA. MAXIMUM inch within 7/8 inch below the widest portion of the F•�•i A GIRDER/HEADER profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the O tallest portion of the profile.The minimum width of the O GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a A ° maximum of 2-3/4 inches. Edges shall have a minimum Q JOIST POST/COLUMN o o radius of 0.01 inches. � O W POST/COLUMN W W NAILING SCHEDULE � w x GIRDER/HEADER OF SHEATHING: ^� JOINT DESCRIPTION NAIL NAIL NOTES rr�� M POST-TO-GIRDER/HEADER CONNECTION QTY. SPACING V U STRUCTURAL PANEL gd AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING 6 ROOF FRAMING: LOCATION USP NUMBER x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST' HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QN SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMO RAFTER c CEILING JOIST B'WALL: 3-8d COMMON EACH v TO TOP PLATE I WALL:4-8d COMMO JOIST TOE-NAIL en v c CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o� ° STU FARING PLATE PARALLEL RAFTER WFCM-SBC LAP NAIL 0 o CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE �. .J GIRDER p " R• ?, OVER PARTITION WFCM-SBC LAP NAIL p w ° COLLAR TIE AS PER TABLE 3.4 EACH FACE •ti �, TO RAFTER WFCM•SBC END NAIL o a, ° WOOD JOIST •"� ` 0 • }.;;; .° �• ., EACH TOE • • 4 •. BLOCKING 2 .8d COMMON •� .� v ,;,yq•::; ;; - TO RAFTER END NAIL U RIM BOARD EACH i •`j? •• >� • TO RAFTER 2-16d COMMON ND NAIL LEDGER U LEDGER s ; , O GIRDER/HEADER I I CONCRETE PIER . v WOOD JOIST WOOD JOIST •. • ••__"`� "� _`" ':.' V WALL FRAMING: w 1-�.• :01•••• '•: : ,- ...fi NAIL r:..- .. :=_• ':." JOINT DESCRIPTION QN SPACING NOTES :;::' FLUSH JOISTS WITH HEADER/GIRDER r DOUBLE 2x TOP PLATE TO PER �� �"" 2-16d COMMO FACE NAIL 'Ci"""'Ij"'•"�� (MINIMUM) TOP PLATE FOOT CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE W LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM INTERSECTIONS 4-16d COMMO EA.SIDE NAIL H I LOCATION USP NUMBER DESCRIPTION APPLICATION IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS r 1 Q TO ALLOW FOR SHRINKAGE. ROD ? I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE / REQUIRED,•••-••;••••... l l ; , STUD 2 -16d COMMO O.C. NAIL U FOR STU ,•.'•(............. •-•••" (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE 0 �' HEADER TO 16d COMMON 16 O.C. FACE F I HEADER ALONG EDGES NAIL LASHING TUCKED UNDER � I I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END 01 TOP PIECE OF SIDING AND -. PLATE TO STUD 3 -16d COMMOP I PER 2x6 STUD NAIL Eli* LAPPED OVER FIRST CONTIN. I ; ? • i'- i----•-• THREADED ROD BOTTOM PLATE TO: PER PIECE OF SIDING BELOW D FLOOR JOIST, BAND JOIST, 2 -16d COMMO FOOT FACE NAIL Q M .... END JOIST OR BLOCKING 1/2"DIA. LAG BOLTS W/WASHERS ••• CNW COUPLER NUT CONNECTED TO BLDG. @16"OC - `` V ::.. POST V STRINGER (•r , • MINIMUM DECK FRAMING: 016" c NAIL BOLTS .._ • �.., END DISTANCE JOINT DESCRIPTION QN SPACING NOTES ' ;,` :Y ANP84 POST :: 4- 8d COMMON a ' j �.. . •': , •• JOIST TO: PER TOE ANCHOR die. • ,•. ..... FLOOR FRAMING c PIER 16"TREAD ,�•.�•;�.,, ••.• •• MINIML M s ^ SILL,TOP PLATE OR GIRDER JOIST 2x JOISTS °• � � o • o a ENS 1'ANCE " ° 's,,, P BRIDGING EACH ',., • •• .:Hy 12 x12 x12 2 •8d COMMON CONC.SLAB `' •\,,,.`. ••. •, •oCT •.• , A > TO JOIST END GRADEa '+as • • g•, �r°t� CONCRETE FOOTING � I .• 'e. (AS REQ•) •4 .p a �...;� •� ...: l A v (A .4 BLOCKING FOR •, V TO JOIST ND JOIST HANGER o DECK PIER > A 2 •8d COMMON 1 A B"dle. 3 -16d COMMON `? LAG BOLTS HOLLOW COLUMN UPLIFT ,� ' 3'-0 G L CONIC. C. a� ° PER PLAN BLOCKING TO: EACH n SILL OR TOP PLATE BLOCK ' .• « RIM JOIST/BD. ' vs9• �9•' SIMPSON STRONG TIE MODEL STRRI/2 \ '�` DECK POST FTC. CONNECTION LEDGER STRIP 3-16d COMMO EACH , DRAWN: MH/MS ;s'q �4 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST LOCATION USP NUMBER DESCRIPTION APPLICATION •` ' +� SCALE: JOIST ON LEDGER PER �� - �;�� DECK/PORCH LEDGER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 -8d COMMON JOIST II•�,a.QF �.� JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER +r"••'%'' 2/1/N 3 TO JOIST -16d COMMO NU MBER: JOIST NAIL SHEET U BAND JOIST TO: 2-16d COMMO PER TOE NAIL SILL OR TOP PLATE FOOT A-9 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: GEN ER AlL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMONRAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ) 2020 1RC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10 WALL: 4-8d COMMON JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES !� Y P g g P P FRAMING ELEMENTS State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR LIGHT FRAME STEEL WALLS 14 ( ) NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS 8"THICK) 80 CEILINGS(PLASTER,STUCCO) U360 should be adhered to even if invariance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 _ 8d COMMON EACH TOE CONCRETE WALLS (6-THICK) Bs CEILINGS(GYPSUM) L/240 GUARDS AND HANDRAILS 2FIRE ESCAPES 40 CONCRETE accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 p g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS (PLASTER,STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). 'the designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 0 i� construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION w 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P g attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL FIRE PROTECTION Sym•: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. Q 7). T HEADER TO 16" O.C. FACE The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 16d COMMON SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION � 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 'Z 6). TYPE Il EXTERIOR SHEARWALL CONNECTIONS: C)FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA �_4 length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 [-� 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD �--� FLOOD determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Q 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS MPH Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 6 SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WiND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES BLOCKING EACH TOE all slabs on grade to be 3000 s I Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 13 5). Unless otherwise noted, g p. .'.. TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O. . 8d COMMON 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) 3 - 16d COMMON @ @ NOTE: 2 FOR PANEL FIELD W 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL � along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL � C) p 8x16 cast iron foundation vent for eve 150 s ft. of area. every q JOIST ON LEDGER PER TOE current DECK AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON JOIST NAIL NOTES ° 7). Darripproof exterior of foundation with bituminous coating as required by O THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END W the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL w W a 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, W C7 BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. w C) 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 n U FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. M For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. U 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING Edition Wood Framing Construction Manual. �� �� 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD WALLBOARD 5d COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. SEE NOTE: 3 ° v Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. c M ^� Openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: M °2 � openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL NOTES a � w 0 openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Ts and blocking where applicable. QTY. SPACING c a) 00 \ 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 yP g. S URAL 8d COMMON1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC PLUMBING NOTES be used. anchors where applicable to all connecting joists. 7/16" OSB 3" O.C. EDGE Ln V ~ .2 6d COMMONIn 6). Double u floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with v P 1 P J PP Y� g g P Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. o w P P P y 5d COOLERS on plans. WALLBOARD 10" O.C . FIELD a 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvanized box nails shall be permitted to be substituted for common nails. FLOOR SHEATHING other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION � 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. E� where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 1" OR LESS 8d COMMON12" O.C. FIELD (5.7 SQ. FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF U HVAC SYSTEM NOTESU under, all bearingwalls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED O 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided In wood-frame construction in the following locations. needed. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. N 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor N equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 V 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces d over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. r 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at telling and floor level,to resist the free passage of Ewm( 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). Whenmembers, tabulated number of nails shall be permitted P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE.3). All electrical work to comply with 2014 NEC. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or per as throughout 4 . Install Smoke detectors and Carbon Monoxide detectors section R314 ` approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) g P torch down type material over. and R315 of IRC. DRAWN: MH/MS SCALE: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&GµM1 ; JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO OF ,�, 2/1/2024 COVER TOPa.�... �'r -' SHEET NUMBER: A- 10